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INTACH SCHEDULE OF RATES

PREFACE

The Indian National Trust for Art and Cultural Heritage has prepared the integrated schedule of rates focusing both heritage conservation as well as renovation works. This is an important initiative with the aim to provide guidance to various stakeholders and ease the cost estimation in field of building conservation.

The document includes schedule of rates supported with rate analysis of each item and market quotations.

Where traditional materials and traditional techniques are followed for preparation of Rate Analysis for Restoration Works, modern materials and techniques are also considered if found compatible with Heritage Buildings and included in the Schedule of Rates

Rate Analysis has been prepared based on method proposed in Rate Analysis of Delhi Schedule of Rates, Rajasthan Basic Schedule of Rates and from the experiences of INTACH, Contractor and ASI Engineer. The team of conservators, engineer’s having experiences in field of building conservation assessed the market rate by approaching the vendor’s personally or on phone/mail, receiving quotations, price lists etc. to the maximum possible extent. The present basic rates of material/ equipments/ labor etc. have been procured either from DSR 2014 or from market.

The team tried to include all types of lime works in Mortars, Concrete, Plastering, Stone works, Water Proofing and Repair works in the items of SOR.

Since Traditional Construction Techniques consume more time and materials compare to Modern Techniques, 20 to 50 % of more quantity is considered for labor and wastage calculation depends upon the work.


JANUARY 2016

S No Name Of Sub Head Page No

INTRODUCTION ON CONSERVATION WORKS

BASIC RATES BR-1 to BR-30.1 Hire Charges of Plants BR-10.2 Labour BR-10.3 Material BR-10.4 Carriage Codes BR-30.5 DSR Items BR-3

SCHEDULE OF RATES SOR-1 to SOR-10

RATE ANALYSIS1 Site Clearance 1/RA-1

TABLE OF CONTENTS

1 Site Clearance 1/RA 12 Surface Cleaning and Bonding 1-5/RA-23 Lime Mortar 1-7/RA-34 Lime Concrete 1-8/RA-45 Brick Masonry 1-9/RA-56 Stone Masonry 1-14/RA-67 Flooring 1-12/RA-78 Roofing 1-7/RA-89 Finishing 1-11/RA-9

10 Stone Lining and Other Works 1-20/RA-1011 Treatment of Cracks 1-2/RA-1112 Dismantling and Demolishing 1-2/RA-1213 Wood Repair Works 1-2/RA-1314 Water Proofing Works 1-3/RA-14

References

Annexure I: Anchor Rate ListAnnexure II: WaterProofing QuotationsAnnexure III: Lime Paint Quotations

INTRODUCTION ON CONSERVATION WORKS


INTRODUCTION ABOUT THE CONSERVATION WORKS

1. What is Conservation?

Conservation is the action needed to secure the survival of our built heritage for the future. Our built heritage embraces a range of heritage structure which include buildings, gates, water bodies and sites, the fabric of which is too important for the nation, for region as well as for the community. Any wrong intervention can lead to loss of this valuable heritage forever.

2. What is built heritage?

Built Heritage refers to tangible manifestations of our history charting the human evolution. For the purpose of this document, built heritage will refer to monuments, groups of buildings and sites of heritage value, constituting the historic or built environment. This may include those buildings, artifacts, structures, areas and precincts that are of historic, aesthetic, architectural, associative or cultural significance. Various types of historic structures like Residential buildings, bungalows, houses, offices, post offices, institutional buildings, gateways, water bodies, memorials, clock towers, town halls, hospitals, library, religious structures, museums, guest houses, circuit houses, samadhis etc constitute the built heritage.

3. Understanding of items used for building conservation works

Before making any strategy it is essential to understand that conservation of historic building is different from the construction of a new structure because of different materials and construction techniques. New construction means designing and constructing a new structure with new material and construction techniques.

4. Available Schedule of Rates

All the available SOR are applicable to this modern construction referring materials and construction techniques like cement and concrete. Generally the historic buildings are constructed with porous building materials such as lime, stone, wood and mud.

Conservation professional are facing problems for preparing conservation estimates due to lack of available items in available SORs. Few items such as lime mortar, lime plastering and lime wash are included but their specifications are inappropriate.

For example Lakhori bricks are no more in use, even not manufactured anymore. For conservation purpose either these bricks are generally procured from local buildings, manufactured from local resources and their rates varies from place to place. In available SORs, the specifications related to brick masonry in lime mortar is for English brick for specified thickness.

Similarly there are numerous conservation items which are not considered in available SORs like cleaning of stones, lime plaster surfaces, algae removal, dome construction, carving on stone and


wood, decorative lime works such frescos and stucco, lime araish works, decorative brick works, decorative tile works, inlay works, stone paneling, wooden roof construction, lime concreting, decorative lime washes etc.

Therefore INTACH is laying down detailed schedule of rates specifically for preparing estimate for any historic structure.

5. Classification of conservation works

The classification of conservation can be done in two broad categories of Maintenance works and Special Repair works.

5.1Maintenance of historic buildings: Maintenance is the continuous protective care of the fabric,contents and settingof aplace.Amaintenanceplan is themost cost‐effectiveway tokeep thehistoricbuildinginoriginalform.

5.1.1 Daily maintenance It includes daily cleaning, dust removal from the building.

5.1.2 Monthly maintenance It includes cleaning all rain water outlets, cleaning toilet outlets and gulley.

5.1.3 Quarterly maintenance It includes inspection of roofs (inside and outside) , all rain water outlets ,checking all wooden and metal structural members and all door and windows, cleaning all gutters, down pipes and rain water drains to remove fallen leaves and removing vegetation, if any

5.1.4 Annual Maintenance ,

a). Inspection-It includes detailed inspection of the roof from inside and outside, checking all roofing members, gutters and rain water pipes, checking dampness in external and internal wall surfaces should be recorded in the record book before, during and after rainy season

b). Cleaning and treatment- after rainy season affected metal and wooden members should be treated and repaired. All gutters, down pipes and rain water drains should be cleaned to remove fallen leaves and vegetation and other choking materials. In case of any roof leakage and capillary water rise, required repair should be done. Chemical and abrasive cleaning should not be done without consulting specialized conservators.

5.1.5 Maintenance every three years Inspection report- A conservation architect must make full report every three years, specially noting structural defects that should be kept under observation.

Revising the maintenance plan- maintenance plan should be revised after every inspection. It should draw attention to any problem that should be kept under observation and studied under next report

5.1.6 Maintenance record book PWD or Engineer in charge or site representative should maintain the maintenance record book of all the historic structures. It should be checked by the engineer responsible for technical care of historic structures.


5.2Specialrepairworks

5.2.1 Preservation- Preservation means maintaining the fabric of a place in its existing state and retarding deterioration. Preservation deals directly with the cultural property. Its object is to keep it in its existing state. Repairs must be carried out when necessary to prevent further decay.

5.2.2 Conservation- means all the processes of looking after a place so as to retain its cultural significance. Conservation is the action taken to prevent decay. It embraces all acts that prolong the life of our built heritage.

5.2.3 Restoration- means returning the existing fabric of a place to a known earlier state by removing accretions or by reassembling existing components without the introduction of new material.

The object of restoration is to revive concept or legibility of the object. Restoration and re-integration of details and features occurs frequently and is based upon respect for original material, archeological evidence, original design and authentic documents. Replacement of missing or decayed parts must integrate harmoniously with the whole, but must be distinguishable on close inspection from the original so that restoration does not falsify archeological or historical evidence. In a sense cleaning of buildings is also a form of restoration, and the replacement of missing decorative elements another.

5.2.4 Reproduction- Reproduction entails copying an extant artifact, often in order to replace some missing or decayed parts, generally decorative, to maintain aesthetic harmony.7Generally reproduction is carrying out to for decayed brackets, chajjas, decorative columns etc.

5.2.5 Reconstruction- Reconstruction means returning a place to a known earlier state and is distinguished from restoration by the introduction of new material into the fabrics

5.2.6 Rehabilitation- Adaptive reuse of historic buildings- The best way of preserving a building is to keep them in use. The original use is generally best for conservation of built heritage as it requires minimum alteration. Building can be used for some modern use which will include appropriate changes in the structure such as partitioning, surface finishing, providing new flooring and ceiling, upgrading existing services such as providing air conditioning, electrical fittings, toilets and other requirements.

6. Conservation Principle and Approach

The primary aim of preservation and conservation is to maintain the historical authenticity and integrity of the cultural heritage with prolonging its life. Each intervention should therefore be based on proper studies and assessments. Problems should be solved according to relevant conditions and needs with due respect for the aesthetic and historical values, and the physical integrity of the historic structure or site.

Following are the broadly laid conservation principles for executing work in any built heritage:

i. The removal of historic materials or alteration of features and spaces that characterize the property shall be avoided.

ii. Conservation work should be carried out in such a way that it can be reversed at some future time, without any significant damage having been done.


iii. Changes that create a false sense of historical development, such as adding hypothetical features or architectural elements from other buildings, shall not be undertaken.

iv. Additions and alterations to a historic place which, over time, have become character-defining elements in their own right and contributing the integrity of the heritage should be respected and conserved.

v. Distinctive features, finishes, and construction techniques or examples of craftsmanship that characterize the property shall be preserved.

vi. The new work shall always be reversible as well as differentiated from the old. Such interventions shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment.

vii. The property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building, its site and environment.

viii. Do not remove, replace, or substantially alter its intact or repairable character-defining elements.

ix. Conservation should be carried out in accordance with a conservation plan, which brings together all of the information and research necessary to guide the proposed action; ensure that what is to be conserved is properly recorded before, during and after work; make provision for recording where continued preservation is no longer possible or where loss is taking place through change or ongoing decay, and ensure that all records are retained in readily accessible archives.

x. Conservation should include effective arrangements for monitoring the condition and safety of the site and for routine maintenance and good housekeeping.

7. Material and Techniques for Conservation

Conservation of historic building is different from the modern building construction. Different construction systems and materials and their behavior make a big gap between these two. Before making any conservation proposal we should understand that strong and impermeable material is the best suited for new construction not for historic buildings. Today's belief that durability of binding material is its strength and impermeability and so porous materials like lime becomes useless in today' s context.

The shift in the choice of material seemed is very practical and logical for the modern construction and for innovative structural forms. These high-rise structures, bridges and forms could not have been built adopting lime as chief cementing material. However, the construction techniques adopted for historic structures or vernacular buildings are very different from the modern construction. Use of porous building materials such as stones and bricks for masonry construction, wood, mud and lime mortars for binding materials, makes the historic structures breathable which allow moisture to evaporate easily through the pores of its fabric. The use of cement based materials for the historic structures lead to moisture entrapment and consequent deterioration of material due to their impermeable and strong behavior. The distinctive characteristics of the primary building material, including the scale of the material unit, its texture and finish, contributed to the heritage character of a building. In Mughal buildings a brick wall, for example, the particular size of brick used and the manner in which it was laid was distinct. In early masonry buildings, a soft mortar was used, which employed a high ratio of lime. The softness of the joints ensured that the mortar was porous. This soft mortar was laid in thin joints. and the inherent color of the material also was an important characteristic. The size of the bricks contributed to the sense of scale of the wall, as did the texture of the mortar joints. When re-pointing such walls, it is important to use a mortar mix that approximates


the original. Many contemporary mortars are harder in composition than those used historically. These should not be used in mortar repairs because this stronger material can accelerate the rate of deterioration.

For preparing conservation proposals it is required to understand the historic and traditional building materials and construction techniques which are used for the construction of the historic buildings. In the context of Northern India lime mortar is prepared with mature lime putty. methi, gur, bel , river sand and surkhi mixing is done with lime chakki. But in Rajasthan hydraulic lime and marble dust is also used for superior works. In coastal areas sea shells are the main source of lime. In Bundelkhand kankar lime which is hydraulic in nature is used in Mathura region. It is also available in Bundelkhand region. Sometimes locally available materials has been used but all samples of mortar, plaster, finishes and other materials should be tested to identify its ingredient. Sometimes it becomes very difficult to identify the organic additives such as methi, gur, dal, san, bel, etc. (varies from region to region) of any mortar sample so it is required to study available literature records and the existing tradition building construction system to identify the close approach for its ingredient.

7.1.Guidelinesforselectingmaterialforconservation

A material database must be prepared for selection of material during documentation of building.

Database should include materials used in the structures, available-locally and regional markets and if these materials are not available in this area other resources should be identified.

Identifying historic material proportions and properties which is identified in labs and visual inspection and preparing a list on material needed, their properties and quantities.

Selecting appropriate material from the database prepared during the documentation work having similar properties as historic material having.

In case of mortar plaster, preparing samples as per historic proportions and testing it on similar surfaces. After getting desired results using it conservation works.

Properties to be checked for selection of appropriate material for conservation:

a) Strength of the material in comparison to historic material or required material

b) Color of the material should match with the historic material

c) Cement or other inappropriate material should not be used for any conservation works.

d) Workability, consistency, plasticity, setting time and kind of setting should be checked before using it on historic structure

e) In selection of material Standards should also be referred for their properties, which it should possess.

7.2TechnicalGuidelinesformaterialconservation

1. It is required to identifying the source of material for conservation. After testing of the materials their original resource should be identified and procure for conservation. If original material is found not available, material similar to original in terms of chemical properties, color, texture and other required material qualities or the closest options should be identified.

2. Use of modern materials and techniques should always be the second option. Traditional techniques and materials are preferred for the conservation of significant fabric. In some


circumstances modern techniques and materials which offer substantial conservation benefits may be found appropriate. Such modern substitutes should be considered only after their use is proven efficient and judicious, and must not compromise the integrity and continuity of local building traditions. It has experienced that for some specific items such as earthquake retrofitting, structural strengthening; water proofing etc. modern materials are more efficient. Membrane used during such process should be reversible.

3. When deterioration occurs, repair the material and any other related problems promptly to prevent further decay. Frequently, damaged materials can be patched or consolidated. In other situations, however, some portion of the material may be found beyond repair. In such a case, consider replacement. In the case of primary historic building materials, the new material should match the original. It is important, however, that the extent of replacement be minimized, because the original materials themselves contribute to the authenticity of the property as a heritage resource. Even when the replacement material exactly matches that of the original, the integrity of a heritage building is to some extent compromised when extensive amounts are removed.

4. Covering original building material with a new material is inappropriate and shall not be approved.

5. When feasible remove later covering materials such as cement plastering, inappropriate painting, etc, that obscures the original building material and have not achieved historic significance. After removal of the outer layer, original layer should be repaired as required.

6. Painting brick masonry/ stone masonry/ historic decorative works is inappropriate. It changes the character of a building and may deteriorate the original material as well as affect the sense of visual continuity among other masonry structures in the area.

7. Repair deteriorated primary building material in a manner that maintains its heritage character. Modern consolidation such as Epoxies and resins should not be used for any type of consolidation work.

8. Use the gentlest means possible to clean the surface of a primary material. Perform a test patch to determine that the cleaning method will cause no damage to the surface. Many procedures can have an unanticipated negative effect upon building materials and result in accelerated deterioration or a loss of character. Harsh cleaning methods, such as sandblasting, damage the weather-protective glaze on brick and change its historic appearance. Such procedures should be avoided. When cleaning is an appropriate treatment, a low pressure water wash is preferred. Chemical cleaning also may be considered if a test patch is first reviewed.

9. Replacement of original materials should be avoided. If not feasible new material shall match the original in composition, scale and finish. Replace only the amount required. If a portion of any wooden are damaged beyond repair, then only they should be replaced, not the member. Similarly, if some bricks of any wall are so badly damaged that they must be replaced, then the new brick should match the original in size, finish and color. This is because the original material exhibits a record of the labor and craftsmanship of an earlier time and this is lost when it is replaced.

10. Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature shall match the old design in color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence.


8. The stages for execution of conservation works

After identifying a need of special repair works in any historic building, a conservation estimate is prepared based on measured drawings i.e. plans, elevations and condition assessment. It is sent to the requisitioning authority for administrative approval. Before incurring any liability in connection with the conservation work the following prerequisite are required to be fulfilled:

The execution of a conservation project has three stages viz. the pre-conservation stage, the execution state and post execution stage. The following activities are involved in these stages:

8.1PreConservation

8.1.1 Documentation

Documentation is the information or evidence of a particular building that serves as a record. The documentation includes the archival research, measured drawings, photographic documentation, etc.

8.1.2 Preparation of Detailed Project Report

The report will consist of architectural documentation, condition assessment and analysis supporting conservation and reuse proposals.

8.1.3 Estimation

To facilitate the preparation of conservation estimate, as also to serve as a guide in settling rates in connection with the contract agreement, a schedule on rates of each kind of proposed conservation items of work should be prepared.

Generally we do not find many conservation items in the SOR, then it is required to maintain and prepare a list of required materials, their local, regional, state and national resources, their current market rates, rates for skilled and unskilled labors. This is further workout considering required time period, labor and material cost, hidden expenses, contractors profit and service charges etc. for doing rate analysis.

For few items such as jaalis, carving etc it is not logical to code any rate. It should be work on site after consulting skilled craftsmen who can carry out that specific work. Rate of intricate works should be based on actual bills of consumed materials, labor cost, equipments cost and other hidden cost. Or their rate analysis should be done on site while execution of work, their work record sheets should be filled by the site supervisor showing all required information.

a) Preliminary conservation estimates

A preliminary conservation estimate should be prepared based on the actual quantification of defects.

The conservation estimates needs to include following items:

1) Cost for storage of materials which needs special care such as quick lime, hydrated lime, timber, chemicals and mix mortars

2) Cost of constructing lime slaking tanks, working platforms and storage for lime putty

3) Testing such as for lime mortar and lime plaster in patches on the site

4) Sample testing of historic materials such as lime mortar, lime plaster etc.


5) Cost of post conservation works such as curing, ramming and protecting lime works till the time it sets, depends on the site conditions and the type of work.

b) Provision of contingencies

Any building conservation project comprises scope of various uncertainties unlike modern constructions. Following are the suggested percentage to be included in the estimates:

1) Estimated cost upto 20 lacs 5-7%

2) Estimated cost upto 20 to 50 lacs 8-10%

3) Estimated cost more than 50 lacs 10-13%

c) Preparation of detailed schedule of works

The detailed estimate should invariably contain the following information:

1) Detailed specifications of all items of work and their numbers and their rates

2) Detailed working drawings

3) Area statement of the structure showing following details: o Plinth area o Floor area, for all floors separately o Ceiling area, floor wise o Terrace area o External wall surface area including plain wall surface and decorative wall surface

area o Internal wall surface area including plain wall surface and decorative wall surface

area

4) The process of specified items of works

5) A statement of revision of estimates

d) Revision of estimates

As measured quantities and identified conservation items of work are based on the visual inspection, this may increased or decreased after opening the building. An extra hidden conservation cost, which further depends upon the scale of the project and present status of the historic structure. A provision should be mentioned in the detailed estimates for hidden conservation items of work which is also not possible to predict while doing visual inspection of the historic structure. It can be analyzed or can be seen only after opening the building and its required structural members during execution of work. For examples the present status of foundation can be analyzed only after excavating the earth similarly for the roof. So it is required to mention that X % of cost of the project may increase while doing the work for which revised quantities and estimates will be submitted as revised estimates while execution of the work. (ref appendix 8, CPWD work manual)


8.1.4. Tendering

a) Pre - qualifications and short listing of conservation contractors

Contractor's profiles and applications should be invited for the conservation work and following criteria should be considered for their selection.

Experience: Contractor who has experience of supervising conservation projects before. Supervision experience of three years must be required.

Assessing quality of work: The quality of previous works of the contractors should be analyzed before short listing of the contractors.

Infrastructure: The contractor should have supporting infrastructures such as scaffoldings, grouting machines, and lime mortar machine, water spray machines, tools used for conservation works etc.

In-house team: The contractor should have in-house skilled labors, masons craftsmen, supervisors and technician. He/ she should also appoint a conservation architect or a well qualified civil engineer or an experienced architect on site to supervise the work full time.

b) Call of tender and pre-bid conference

A tender document should be prepared mentioning the required qualifications of the contractors and the nature of the work. Only those contractors should be invited for the work who have experience in conservation or who have done conservation work before.

c) Decision of tender and award of the work

The tender should be awarded to a contractor who has fulfilled above mentioned eligibility criteria.

8.2.Execution

8.2.1 Supervision

Supervision should be done by trained civil engineer/ architect/ conservation architect. Work should be monitored by experienced conservation architect.

8.2.2 Process Documentation

The process of the work should be recorded daily on the site by the site supervisor.

1. Filling work record sheets should be filled on site.

2. Photographic documentation during the execution of the work.

8.2.3 Delivery of Project

A monitoring program to be organized by third party before final handover of the project:

o The monitoring program should identify defective work. o The schedule for date of completion of different phases will be checked. o Specifications of works to be verified with respect to completed work on site. o The monitoring program should also include photo documentation.


o Unforeseen impact on heritage after completion to be identified

The contractor may be given extension of 15 days for resolving all the identified defects and issues.

8.3PostExecution

8.3.1 After care works After care work includes curing and caring of lime works and other works under supervision of the contractor.

8.3.2 Preparing maintenance plan A maintenance plan should be prepared for six months which will include special care of new works.

BASIC RATES

INTACH SCHEDULE OF RATES JANUARY 2016

CodeNo Description Unit RateRs.DSR0002 HirechargesofConcreteMixer0.25to0.40cumwithHopper day 800.00DSR0003 HirechargesofDieselRoadRoller‐8to10tonne Day 1,500.00DSR0006 Spraymachine day 250.00DSR0013 Machineforrubbingoffloors day 350.00DSR0037 Mobilecrane day 7,000.00DSR0080 Hireandrunningchargesofdrillmachineupto400mmdia day 7,500.00MRate PressurePump day 1,000.00MRate day 800.00

CodeNo Description Unit RateRs.DSR0100 Bandhani day 363.00DSR0101 Bhisti day 363.00DSR0102 Blacksmith1stClass day 435.00DSR0111 carpenter day 435.00DSR0113 Chowkidar day 329.00DSR0114 Beldar day 329.00DSR0115 Coolie day 329.00DSR 0123 Mason 1st class day 435 00

TheratesoflabourareasperDSR2014andprevailingmarketrates0.2LABOUR

BASICRATES

0.1HIRECHARGESOFPLANTSTheratesofMachineryareasperDSR2014andprevailingmarketrates

DSR0123 Mason1stclass day 435.00DSR0124 Mason(bricklayer)2ndclass day 399.00DSR0125 Mason(forplainstonework)2ndclass day 399.00DSR0126 Mason(forornamentalstonework)1stclass day 435.00

DSR0126ExtralabourforornamentalfinishMason(forornamentalstonework)1stclass

day 435.00

DSR0127 Driver(forRoadRoller,ConcreteMixerTrucketc.) day 435.00DSR0128 Mate day 363.00DSR0131 Painter day 399.00DSR0139 SkilledBeldar(forfloorrubbingetc.) day 363.00DSR0155 Mason(Average) day 417.00MRate Conservator day 1,650.00MRate DesignerforArts day 1,000.00

CodeNo Description Unit RateRs.DSR0286 BrickAggregate50mm Cum 600.00DSR0287 BrickAggregate40mm Cum 600.00DSR0293 StoneAggregate40mm Cum 1,050.00DSR0295 StoneAggregate(Singlesize):20mmnominalsize Cum 1,175.00DSR0297 StoneAggregate(Singlesize):10mmnominalsize Cum 1,175.00DSR0305 BambooBattens25mm2.5Mlong Score 350.00DSR0308 Bhusa Quintal 500.00DSR0362 BrickBats Cum 500.00DSR0367 PortlandCement tonne 6,300.00DSR0373 CrampGunmetal25x6x300mm Each 80.00DSR0771 KeroseneOil Lit 48.00DSR0773 Unslakedlime Quintal 300.00DSR0784 Marbledust Cum 1,000.00

0.3MATERIALTheratesofMaterialsandmachineryareasperDSR2014andprevailingmarketrates

BR‐1


DSR0806Readymixedpinkorgreyprimeronwoodwork(hardandsoftwood)havingVOCcontentlessthan50grams/litre

lit 125.00

DSR0811 Mud(dry) Cum 65.00DSR0859 Oiltypewoodpreservative lit 150.00DSR0874 Blackcolourdarkshadepigment Kg 55.00DSR0875 Redoxide Cum 75.00DSR0982 coarsesandzoneIII Cum 1,200.00DSR0983 FineSandzoneIV Cum 700.00DSR1002 Mildsteelroundbar12mmdiaandbelow quintal 4,500.00DSR1007 Structuralsteelsuchastees,angleschannelsandR.S.joists quintal 4,636.00DSR1010 MildSteelPlates Quintal 4,500.00DSR1024 Galvanisedsteelbolts&nuts Exch 12.00DSR1189 Secondclassteakwoodinscantling 1cum 66,000.00DSR1154 Throughandbondstone 100nos 1,300.00DSR1157 Stoneformasonrywork Cum 900.00DSR1159 Stonedust Cum 1,100.00DSR1160 Redsandstoneblock 10cudm 65.00DSR1161 Whitesandstoneblock 10cudm 70.00DSR1163 Whitesandstoneslab75mmthick(un‐dressed) Sqm 350.00DSR1164 Redsandstoneslab40mmthick(Un‐dressed) Sqm 180.00DSR1165 Whitesandstoneslab40mmthick(Un‐dressed) Sqm 200.00DSR1166 Redsandstoneslab30mmthick(Indressed) Sqm 200.00DSR1168 Kotastoneslab20mmto25mmthick(semi‐polished) Sqm 300.00DSR1169 Kotastoneslab25mmthick(roughchiseled) Sqm 290.00DSR1174 Redsandstoneslab45mmto50mmthick(un‐dressed) Sqm 175.00DSR1175 Whitesandstoneslab45mmto50mmthick(un‐dressed) Sqm 220.00DSR 1182 Surkhi Cum 700 00DSR1182 Surkhi Cum 700.00DSR1219 wirenails Kg 65.00DSR1220 wiremesh Sqm 45.00DSR1235 Dieseloil lit 55.49DSR1237 Cuttingsandstoneslabupto50mmthickbymechanicaldevice m 10.00

DSR1984 CommonburntclayF.P.S.(nonmodular)ofbricksclassdesignation10 1000nos. 5,200.00

DSR2602 CommonburntclayF.P.S.(nonmodular)ofbricksclassdesignation7.5 1000Nos 4,500.00

DSR2750 8mmthickRajNagarwhite(mirrorpolishedofallshades) Sqm 700.00DSR6001 WhitemarbleslabMakranasecondqualityplainveined18mmthick Sqm 2,000.00DSR6007 Pinkmarbleslabplain18mmthick Sqm 800.00DSR6010 Udaypurgreenmarbleslabplain18mmthick Sqm 800.00DSR6019 BlackZebramarbleslabplain18mmthick Sqm 500.00DSR7071 WhitemarbleRajNagarplain18mmthickupto0.50sqmarea Sqm 800.00DSR7266 Pressedclaytiles20mmthick250x250mmsize 1000Nos. 12,150.00DSR7296 Graniteofanycolour,30mmthick(slabareaupto0.50sqm) Sqm 2,300.00

DSR7453Rajnagarplainwhitemarble(tablerubbedandpolished)18mmthick(slabareamorethan0.50sqm)

Sqm 750.00

DSR7767 StonecleaningchemicalapprovedbyASI Lit 165.00DSR7768 WaterrepallentchemicalapprovedbyASI Lit 1,587.00DSR7769 StonesurfacestrengtheningchemicalapprovedbyASI Lit 1,020.00DSR7850 AgariaWhitemarbleslabplain18mmthick Sqm 1,100.00DSR8666 Stainlesssteelscrews25mmx4mm 100nos 35.00

DSR8737Stainlesssteelwireguage(Grade‐304)aperture1.4mmand0.50mmdiawire

Sqm 840.00

DSR9999 Sundries L.S 1.78MRate Lateritestone Sqm 1,050.00MRate HeritageFloorTile Sqm 2,044.40MRate HeritageSkirtingTile Sqm 1,614.00MRate Brickaggregate25mm Cum 500.00MRate Brickaggregate20mm Cum 550.00

BR‐2


MRate Washingsoap Kg 125.00MRate Alum Kg 75.00MRate FuelCostforrunningthemiller lit 60.00MRate 5%crudeoilbyweightoflime Kg 100.00MRate BondingAgent(NitobondSBR) Lit 400.00MRate Polimer Lit 1,000.00MRate GroutingMachine day 1,000.00MRate Stonecuttermachine day 650.00MRate Runningcostforupkeepofmortarmill day 800.00MRate Tilesaveragesizeof200mmx125mmx6mm 1000nos 3,000.00MRate BambooBattens25mm3.3Mlong No 462.00MRate Rope Kg 50.00MRate Bricks No 7.00MRate TraditionalBricks No 12.00MRate Microsand Kg 5.00MRate BurntEarthernPot No 12.00MRate Bondstoneofsize450x200x50 No 150.00MRate NonIonicSoap Lit 150.00MRate Limestoneofsize15"x9"x7" No 34.00

CodeNo Description Unit RateRs.DSR2201 Carriageofbricks L.S 284.39DSR2202 Carriageofstoneaggregate Cum 106.64DSR2203 CarriageofcoarsesandzoneIII Cum 106.64DSR 2205 Carriage of steels tone 94 80

0.4CARRIAGECODES

DSR2205 Carriageofsteels tone 94.80DSR2206 Carriageofstoneaggregate40mmnominalsizeandabove Cum 115.92DSR2207 Carriageofbricktiles 1000Nos 170.63DSR2208 Carriageoflime Cum 106.64DSR2209 Carriageofcement tonne 94.80DSR2215 CarriageofSolingstone&masonrystone Cum 125.47DSR2216 Carriageofstoneblockswhite&redsandstone&kotastoneslab tonne 94.80DSR2260 CarriageofBrickAggregates Cum 115.92DSR2261 CarriageoffinesandzoneIV Cum 106.64DSR2264 Carriageofrubbish Cum 106.64DSR2266 Carriageofsurkhi cum 106.64DSR2267 Carriageofsanddust Cum 106.64DSR2268 Carriageofmarbledustand/ormarblechips cum 106.64DSR2342 CarriageofSolvent/Diesel. Quintal 10.66

CodeNo Description Unit RateRs.

DSR5.9.9.Centeringandshutteringincludingstrutting,proppingetc.andremovalofformforArches,domes,vaultsupto6mspan.

Sqm 1,006.65

DSR3.8 CementMortar1:3(1Cement:3CoarseSand) Cum 4,347.70DSR3.18 MudMortar Cum 366.20

DSR15.1Demolishinglimeconcretemanually/bymechanicalmeansanddisposalofmaterialwithin50metresleadasperdirectionofEngineerin‐charge.

Cum 281.45

DSR15.26Demolishingbricktilecoveringinterracingincludingstackingofserviceablematerialanddisposalofunserviceablematerialwithin50metreslead.

Sqm 36.95

DSR18.78Makingchasesupto7.5x7.5cminwallsincludingmakinggoodandfinishingwithmatchingsurfaceafterhousingG.I.pipeetc

m 77.65

0.5DSRITEMS

BR‐3

SCHEDULE OF RATES


S NO Description of Items Unit Rate in Rs

1.1

Clearance of debris around the heritage building by excavation upto depth 1.50mtr to

2.00 mtr carefully without damaging the buried architectural parts of the building and

collect all the intact parts at proper place for reuse at the time of restoration work as per

direction of Engineer incharge.

All kinds of soil Cum 481.46

1.2 Add extra for sorting lifting & stacking charges for architectural parts up to 50m lead. Cum 410.73

2.1

Removing of old sulphated lime wash/white or colour wash in multiple applications

without causing damage to the below stone/brick/plastered surface. Scrubbing (not by

scraping which leaves surfaces scarred and scratched ) with bristle brushes and hot

water ( Care to be taken if the surface is weak one it will break down). Hot water should

be used if the limewash has an oil or tallow binder. Gentle cleaning with air abrasive

tools can be used if the wall surface is not very week.The final clean will almost

invariably have to be carried out by hand scrubbing and rinsed with clean water on

completion. The work should be done under supervision of a trained conservator.

Sqm 466.68

2.2Removal of rust, existing coatings, mill scale, dirt, oil, grease, and other contaminants

from steel sections/stone surface using Micro sand with the help of pressure pump. Sqm 309.93

2.3

Removal of stains, dirt, blackening and other contaminants from Marble by using the

solution of Non Ionic soap diluted with water . The soap solution should be mild and the

recommeded PH Value is 7.

Sqm 144.56

2 4

Removing white or color wash by scrapping and sand papering without causing damage

to the below stone/brick/plastered surface and preparing the surface smooth including Sqm 28 69

INTACH SOR

1. SITE CLEARANCE

2. SURFACE CLEANING AND BONDING

2.4 to the below stone/brick/plastered surface.and preparing the surface smooth including

necessary repairs to scratches etc. complete.

Sqm 28.69

2.5

Manually removal of vegetation (major trees, climbing plants, creepers) from walls,

columns, arches, floor etc in a skilled and careful manner, using appropriate tools and

means and without causing any damage to the adjoining parts, including carrying and

stacking the dismantled materials including lift/lower upto 11mtrs and lead upto 50 mtrs

as directed by the engineer or architect in charge. The exposed surfaces will be coated

with a paste made from ammonium sulphamate crystals or with "Tree killer" available in

market. In this condition the root system may be left to absorb and die. Large sections of

dead wood must not be left within the core. As they decay they will remove support and

create voids and weaknesses in the wall. Pull off a well‐established mat of vegetation

must be resisted. Tamping, grouting, pointing and resetting of brick / stones especially

on wall top, must all be anticipated as remedial work.

Sqm 1,079.15

2.6

Sterilizing treatment using Biocide: Masonry covered with algae, lichen, mosses, small

plants, etc should be removed with knife blades, spatula and stiff bristle or soft wire

brushes. Spray diluted solution of quaternary ammonium based biocide on surface of the

masonry with out allowing to spray drift. Leave the treated area for at least one week

than brush off as much dead growth as possible. Next again spray a solution of a

proprietary biocide and incorporating tribute tin oxide in same manner and clean the

surface.

Sqm 673.52

2.7Steam cleaning of stone claddded surface covered with algae, lichen, mosses etc using

steam boiler. (example: kärcher steam jet) .Sqm 193.85

2.8

Claypack (Fuller's earth) method for cleaning of marble surfaces. The method involves

using mild suitable chemicals mixed to fuller's earth. The clay is then applied on the

surface with a soft cloth followed by covering the surface with layer of muslin cloth. This

layer of cloth is then applied with second layer of clay and left to dry. The layer should

take atleast 4 to 7 days time to properly absorb the pollutants before it get dried. The

dried and flaking clay will be cleaned with water. (Note: the minimum thickness of clay

will be 2mm; the process might not work during peak hot season due to fast drying up of

clay.)

2.8.1 From Plain Marble Work Sqm 891.98

2.8.2 From Relief Marble Work with help of thin brushes and dental tools Sqm 1,733.61

2.9 Cleaning of Araish work without wall/border painting

2.9.1 Cleaning smog, black soot, etc with help of Di‐ionized soap or suitable solvent Sqm 348.61

SOR‐1


2.9.2 Cleaning of enamel/modern/synthetic paint with help of suitable chemical Sqm 240.23

2.9.3 Cleaning lime by mechanical means Sqm 2,617.23

3.1 Lime Mortar 1:1 ( 1 Slaked lime :1 fine sand) Cum 7,448.89

3.2 Lime mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 fine sand) Cum 7,209.03

3.3 Lime mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 Coarse sand) Cum 6,088.63

3.4 Lime Mortar 1:2 ( 1 Slaked lime: 2 Surkhi) Cum 5,809.72

3.5 Lime Mortar 1:2 ( 1 Slaked lime: 2 Coarse Sand) Cum 6,326.13

3.6 Lime Mortar 1:2 ( 1 Slaked lime: 2 Fine sand) Cum 7,745.50

3.7 Lime Mortar 1:2 ( 1 Slaked lime: 1 Surkhi: 2 Coarse sand) Cum 6,054.27

3.8 Lime Mortar 1:2 ( 1 Slaked lime: 2 Marble dust) Cum 5,669.40

3.9 Composite Lime Mortar 3:4: 8( 3 Slaked lime :4 coarse sand: 8 surkhi) Cum 5,313.31

3.9.1 Composite mix with cement 8:1(8 Khafgi: 1cement) Cum 7,744.46

3.10 Lime Mortar 1:3:6 ( 1 Slaked lime: 3Surkhi:6 Coarse Sand) Cum 5,413.22

3.11 Mud Mortar 1:3:1 ( 1 Slake Lime : 3 Mortar:1 Coarse sand Sand) Cum 4,397.17

3.12 Mud Mortar Cum 838.30

Construct two tanks at ground level. One for slaking of lime and other for storage of slaked lime. Slake the lime in the

tank mixing it with water. Water should be sufficiently more and above the lime. Mix and stir with wooden solid pole

for three days under the supervision of conservation Architect. Sieve the sand passing through 4.75mm sieve set. Take

one part of slaked lime in a container and 3 parts of sieved sand in the same size container Place these materials in a

lime mortar miller Grind the mix for a 12 to 15 minutes Remove the mix from the miller and stack it in a storage tank

for maturity period of 4 to 5 days.

A good aggregate for a Lime Mortar should be with angular grains and free of contaminats such as salt and oranic

matter. The aggregates should be well graded sand typically has grain sizes between 4mm and 0.125mm, with the

largest proportion of grains at the mid‐point sieve fractions.

4. LIME CONCRETE

3.0 LIME MORTAR

Preparation of Lime Mortar 1:3 (1 Lime: 3 Sand)

4.1Providing and laying lime concrete in footings and bases excluding cost of centring and

shuttering

4.1.1With graded stone aggregate 40mm nominal size and mortar comprising of 1 lime putty

:1 surkhi : 1 fine sandCum 7,285.11

4.1.2With graded stone aggregate 40mm nominal size and mortar comprising of 1 lime putty

:1 surkhi : 1 coarse sandCum 6,552.51

4.1.3With graded stone aggregate 20mm nominal size and mortar comprising of 1 Slaked

lime :3 surkhi : 6 coarse sandCum 10,244.62

4.2

Providing and laying lime concrete with graded brick aggregate 50 mm nominal size and

50% mortar comprising of 1 lime putty : 2 coarse sand rammed excluding cost of

centring and shuttering

Cum 11,964.98

4.3

50mm lime concrete flooring laid on existing base over the damaged floor up to 40mm

average thickness, with brick aggregate size 25mm and 50% lime mortar 1:2 (1 Slaked

lime: 2 Surkhi) rammed and finished with lime putty complete

Sqm 894.33

4.4

Providing and laying lime concrete with graded brick bats and 50% lime mortar 1:1:1 ( 1

Slaked lime : 1 surkhi:1 coarse sand) rammed and finished with gur and belgiri

treatment excluding cost of centring and shuttering (Thickness 100mm)

Sqm 823.57

4.5

Providing and laying lime concrete with broken brick aggregate and 50% lime mortar

1:1:1 ( 1 Slaked lime : 1 surkhi:1 coarse sand) rammed and finished with gur and belgiri

treatment excluding cost of centring and shuttering (Thickness 100mm)

Sqm 1,097.53

4.6

Lime concrete terracing on roofs with 25mm nominal size brick aggregate and 50% lime

mortar 1:2 (1 Slaked lime : 2 surkhi) rammed and finished with gur and belgiri treatment

complete including rounding of junctions with parpaet wall complete

Cum 9,186.44

4.7

Lime concrete on floors with 25mm nominal size brick aggregate and 50% lime mortar

1:3:6 (1lime putty: 3 surkhi:6 Coarse Sand) rammed and finished with gur and belgiri

treatment

Cum 8,956.17

4.8Plinth Area Protection using Lime concrete and brick tiles around the building to prevent

entry of water by dampness and capilarry risesqm 3,454.52

4.9Lime concrete with 12 mm nominal size brick aggregate and 50% lime mortar 1:2 (1

slaked lime : 2 surkhi) rammed and finished with gur and belgiri treatmentCum 9,147.70

4. LIME CONCRETE

SOR‐2


5.1Traditional brick masonry in nanakshahi or lakhori bricks in lime mortar in proportion

similar to the existing traditional lime mortar 1:1:1 (lime :1 surkhi: 1 finesand) Cum 23,462.55

5.2Traditional Brick work in plain arches in lime mortar 1:1:1 (1 lime : 1 coarse sand:

1surkhi).Cum 28,294.03

5.3Traditional Brick work in gauged arches in lime mortar 1:1:1 (1 lime : 1 coarse sand:

1surkhi).Cum 29,570.48

Brick work with bricks of class designation 7.5 in foundation and plinth in

Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)

Brick work with bricks of class designation 7.5 in superstructure up to two level


5.6 Extra for brick in Square or rectangular pillars Cum 557.96

5.7Providing half brick masonry with bricks of class designation 7.5 in lime mortar 1:1:1 (1

lime putty:1 surkhi:1 fine sand)Cum 874.44

5.8

Brick work in plain arches including centering and shuttering complete for span up to 6

metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

lime mortar 1:1:1 (1 lime : 1 surkhi: 1 fine sand).

Cum 9,992.30

5.9

Brick work in gauged arches including centering and shuttering complete for span up to 6

metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

lime mortar 1:1:1 (1 lime : 1 surkhi: 1 fine sand).

Cum 11,911.00

5.10Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class

designation 10 in superstructure in lime mortar 1:3 (1 lime putty : 3 coarse sand).Cum 11,825.84

5 11

Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class

designation 10 in plain arch work in lime mortar 1:3 (1 lime : 3 coarse sand) including Cum 14 029 39

Cum

Brick Tile Work

Regular Bricks

7,440.15

5.4

5.5

Cum 6,550.70

5. BRICK MASONRY

Traditional Bricks

5.11 designation 10 in plain arch work in lime mortar 1:3 (1 lime : 3 coarse sand) including

centering and shuttering complete

Cum 14,029.39

5.12

Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class

designation 10 in gauged arch work in lime mortar 1:3 (1 lime : 3 coarse sand) including

centering and shuttering complete

Cum 14,628.33

5.13Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile

bricks of class designation 10 in lime mortar 1:3 (1 lime : 3 coarse sand)Sqm 618.38

5.14Extra for brick work/tile brick masonry in superstructure above height 15m by

mechanical means.Cum 289.04

5.15 Extra for half brick masonry in superstructure above height 15m by mechanical means. Cum 25.60

5.16

Exposed brick work in nanakshahi or lakhori bricks including making horizontal and

vertical grooves 10mm wide 12mm deep complete in lime mortar in proportion similar

to the existing traditional lime mortar 1:1:1 (1 lime: 1 surkhi : 1 coarse sand)

5.16.1 From ground level upto plinth level Cum 10,626.47

5.16.2 From plinth level upto height 15m Cum 11,058.28

5.17

Exposed brick work with bricks of class designation 7.5 including making horizontal and

vertical grooves 10mm wide 12mm deep complete in lime mortar in proportion similar

to the existing traditional lime mortar 1:1:1 (1 lime: 1 surkhi : 1 finesand)

5.17.1 From ground level upto plinth level Cum 6,966.01

5.17.2 From plinth level upto height 15m Cum 6,513.83

6.1

Random rubble masonry with hard stones in foundation and plinth including levelling

with lime concete (1 lime:3surkhi:6 coarse sand) with 40mm stone aggregate upto plinth

level with lime mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)

Cum 6,224.01

6.2

Random rubble masonry with hard stones in superstructure including levelling with lime

concete (1 lime:3surkhi:6coarse sand) with 40mm stone aggregate upto plinth level with

lime mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)

Cum 7,158.59

Random Rubble Masonry

Others

6. STONE MASONRY

SOR‐3


6.3

Coursed rubble masonry in first sort with hard stones in foundation and plinth

including levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime:

1Surkhi:1course sand)

Cum 6,128.05

6.4

Coursed rubble masonry in second sort with hard stones in foundation and plinth

including levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime:1

surkhi:1 fine sand)

Cum 5,778.76

6.5Coursed rubble masonry with hard stone (first or second sort) in superstructure above

plinth level and upto two floor level

6.5.1 Masonry work (first sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 coarse sand) Cum 6,946.64

6.5.2 Masonry work (second sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 coarse sand) Cum 6,597.66

6.6

Stone work in plain ashlar masonry in superstructure in lime mortar 1:1:1 (1 lime:1

surkhi:1 coarse sand) including pointing with lime mortar and an admixture of pigmen

matching the stoneshade.

6.6.1 One face dressed

6.6.1.1 Red sand stone Cum 31,133.76

6.6.1.2 White sand stone Cum 31,797.51

6.6.2 Both face dressed



6.7

Stone work plain ashlar in arches in super structure in lime mortar 1:3 (1 lime : 3 coarse

sand) including centring, shuttering and pointing with lime mortar and an admixture of

pigment matching the stone shade





6 7 2 1 Red sand stone Cum 45 114 72

Coursed Rubble Masonry

Ashlar Masonry



6.8

Stone work plain ashlar in domes in lime mortar 1:3 (1 lime : 3 coarse sand) including

centring, shuttering and pointing with lime mortar and an admixture of pigment

matching the stone shade.







6.9Extra for stone work, random rubble/coursed rubble masonry/ashlar masonry above

height 15m.Cum 764.27

6.10

Lime Stone work in plain ashlar masonry in superstructure in lime mortar 1:1:1 (1

lime:1 surkhi:1 coarse sand) including pointing with lime mortar and an admixture of

pigment matching the stoneshade.

Cum 35,250.42

6.11Stone consolidation‐removing the loose/damaged stone and reconsolidating with new

stone/reusable stone with lime mortar(1:3) wherever ncessaryCum 5,706.50

7.1

Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved

by conservation architect, over 20 mm (average) thick base of lime mortar 1:1:1 (1 lime

:1 surkhi:1 coarse sand) laid and jointed , including rubbing and polishing complete with

7.1.1 Makrana white second quality Sqm 3,440.74

7.1.2 Raj Nagar plain Sqm 1,837.87

7.1.3 Agaria White Sqm 2,232.56

7.1.4 Black zebra Sqm 1,437.15

7.1.5 Udaipur green marble Sqm 1,837.87

7.1.6 Pink plain marble Sqm 1,837.87

Stone Flooring

7. FLOORING

SOR‐4


Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with lime

slurry mixed with pigment to match the shade of the slab, including rubbing and

polishing complete with base of lime mortar 1 : 1:1 (1 lime :1surkhi:1 coarse sand)

25mm thick

7.3

Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm

(average) thick lime mortar 1:1:1 (1 lime: 1surkhi:1coarse sand) and jointed with lime

slurry mixed with pigment to match the shade of the slabs, including rubbing and

polishing complete.

Sqm 1,316.43

7.4

Laterite stone flooring with 18 mm thick Laterite stone as per sample of Laterite

approved by Engineer‐in‐Charge, over 20 mm (average) thick base of lime mortar 1:4 (1

lime : 4 coarse sand) laid and jointed withlime slurry including rubbing and polishing

complete with :

Sqm 2,295.39

7.540 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar

1:3 (1 lime: 3coarse sand) with joints finished flush.

7.5.1 Red sand stone Sqm 705.43

7.5.2 White sand stone Sqm 730.99

7.6

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar

1:3 ( 1lime : 3 coarse sand), including pointing with lime mortar 1:2 (1 lime : 2 stone dust)

with an admixture of pigment to match the shade of stone.

Sqm

7.6.1 Red sand stone 827.32

7.6.2 White sand stone 852.87

7.740 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar

1:1:1 (1 lime: 1 surkhi:1coarse sand) with joints finished flush.

7.7.1 Red sand stone Sqm 698.54

7.7.2 White sand stone Sqm 724.09

40 mm thick rubbed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1

lime :3 coarse sand) with joints 3 mm thick side buttered with lime mortar 1:2 (1 lime : 2

7.2 Sqm 1,209.76

7.8lime :3 coarse sand) with joints 3 mm thick, side buttered with lime mortar 1:2 (1 lime : 2

stone dust) admixed with pigment to match the shade of stone and pointing with same

mortar

Sqm

7.8.1 Red sand stone 893.54

7.8.2 White sand stone 919.09

7.9

40mm thick red oxide flooring under layer 0f 30mm thick cement concrete

1:2:4(1cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) and top

layer of 10mm thick plaster of cement red oxide mix( using 3.5 kg of red oxide of iron per

50 kg of cement) 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat

cement red oxide mix of same proportion including cement slurry, rounding off egdes,

strips, etc but excluding the cost of nosing of steps. complete

Sqm 591.84

Red oxide plastering (up to 30cm height) with cement mortar 1:3( 1 cement : 3 coarse

sand) finished with a floating coat of neat cement including rounding of junctions with

floor.

18mm thick

7.11

Laying lime flooring‐Providing and laying lime concrete(1 lime:3 coarse sand) up to

100mm thickness tamping and compacting properly which is follwed by laying of Lime

mortar 1:3 up to a thickness of 20mm.Rework on it to get desired smooth surface

Sqm 1,963.67

7.12Heritage floor tiles over 20 mm (average) thick base of lime mortar 1:3 (1 lime: 3coarse

sand) with joints finished flush.Sqm 3,192.47

7.13Heritage Skirting tiles over 20 mm (average) thick base of lime mortar 1:3 (1 lime:

3coarse sand) with joints finished flush.Sqm 2,642.86

7.14

Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm lime mortar

1:1:1 (1 lime: 1 surkhi: 1 coarse sand), including filling the joints with same mortar, with

common burnt clay non modular bricks:

Sqm 780.37

7.15

70mm thk Rajula stone (lime stone) slab flooring over 20 mm (average) thick base laid

over and jointed with lime slurry mixed with pigment to match the shade of the slab,

including rubbing and polishing complete with base of lime mortar 1:1:1 (1 lime : 1 surkhi

: 1 coarse sand)

Sqm 987.18

8.1

Providing and laying flat brick/ Terracota tiles on roofs grouted with lime mortar 1:2(1

lime: 2 fine sand) mixed with 5% crude oil by weight of lime, over 12mm layer of lime

mortar 1:2 (1 lime: 2 fine sand)

Sqm 624.66

Sqm7.10 661.05

8. ROOFING

SOR‐5


8.2

Removing brick tiles from 50 to 6cm thick lime terrace and relaying an average thickness

7.5cm laid to fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1

Lime putty:2 Surkhi) rammed and finished with gur and belgiri treatment complete and

covered with brick tiles of class designation 100 to 50 mm thick red sand stone grouted

with lime mortar 1:3(1 Lime: 3 Fine sand) with 5% crude oil by weight of lime over 20mm

layer of lime mortar 1:3 (1 lime : 3 fine sand)

Sqm 749.74

8.3Providing & fixing on roof Country clay tile of 6 mm nominal thickness and of approved

size and as per approved pattern on bamboo frame work completeSqm 1,546.35

8.4Construction of Jack arched roof using Rolled steel joists, fired clay bricks with Kafgi mix

recommended by by UNESCOSqm 10,108.03

8.5

Providing Lime stone slab for roofing and laying them in Lime mortar 1:3 over wooden

karries or R.C.C. battens or structural steel sections (karries or battens or structural steel

sections to be separetely), including pointing the ceiling joints with lime mortar 1:3

complete:

Sqm 794.42

8.6

Roofing with pot‐Providing and laying burnt earthen pots over and between lime

concrete/mud mortar using pots of max dia 150mm to 200 mm and pack the gaps

between pots with Lime Mortar (1:3)

Sqm 1,143.27

8.7

Providing and Making Gola (batta) in lime concrete using 50% lime surkhi / sand mortar

1:2 with 12mm brick aggregate, along joints of wall and terrace finished with lime surkhi

mortar 1:2 plaster with gur, gugal, methi etc as per traditional practice in concave

/approved shape of (size 75mmx75mm)

Sqm 257.53

8.8

Making khurras 45 x 45 cm with average minimum thickness of 10 cm lime concrete

1:3:6 (1 Slaked lime :3 surkhi : 6 coarse sand) with graded stone aggregate 20mm

nominal size over PVC sheet 1m x 1m x 400 micron, finished with 12mm lime plaster 1:3

(1 Slaked lime : 3 Coarse sand), rounding the edges and making and finishing the outlet

complete.

Each 391.92

Regrading terracing of mud phaska covered with tiles or brick, in lime by dismantling tiles

8.9

or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope,

relaying mud plaster gobri leaping and tiles or bricks, grouted in lime mortar 1:3 (1 lime :

3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal

of unserviceable material to the dumping ground (the cost of the new tiles or brick

excluded) within 50 metres lead.

Sqm 468.68

8.10

Removing brick tiles in 5 to 6 cm thick lime terracing from existing roof and relaying an

average thickness 7.5 cm laid to fall with 25mm nominal brick size aggregate and 50%

lime mortar 1:2 (lime putty : 2surkhi) rammed and finished with gur and belgiri

treatment complete and covered with flat brick tiles of class designation 100 or 50mm

thick red sand stone grouted with lime mortar 1:3(1 lime : 3 fine sand) mixed with 5% of

crude oil by weight of lime, over 12mm layer of lime mortar 1:3(1lime:2 fine sand)

Sqm 1,729.25

8.11

Replacing sand stone slabs in roofing, laid in lime mortar 1:3 (1 lime :34 coarse sand),

including necessary repairs and lime pointing with same mortar complete, including

disposal of rubbish to dumping ground within 50 metres of lead :

8.11.1 Red/ white sand stone slabs 30 to 50 mm thick Sqm 965.76

8.11.2 Granite /Marble stone slabs Sqm 3,267.56

9.1 Lime plaster 1:2 (1 Slaked lime : 2 Coarse sand)

9.1.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm 1,423.25

9.1.2 15mm thick‐ single coat Sqm 1,379.16


9.2 Lime plaster 1:1:1 (1 lime putty : 1 surkhi: 1 finesand)




Preparation of Lime Plaster

Preparation of surface

Mix lime mortar to the lime water which is to be applied with natural additives like jaggery, soapnut, bhel fruit, etc

depends upon the region

9. FINISHING

Wet the surface. Remove all the dust particles .Apply lime plaster up to required thickness . Rework on the plaster to

SOR‐6


9.3 Lime plaster 1:2:1 (1 lime putty : 2 Coarse sand:1 surkhi)




9.4 Lime Plaster 1:2 (1 lime : 2 surkhi)


9.4.2 15mm thick sqm 1,363.30

9.4.3 12mm thick Sqm 1,340.02

9.530‐40mm lime plaster in two coats with 20mm base coat in lime mortar 1:1:1 (1 lime : 1

Surkhi :1 Coarse Sand) and top coat in lime mortar 1:1:1 (1 lime : 1 Surkhi :1 Fine Sand)Sqm 2,241.04

9.6Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients followed

by grinding to fine paste for smooth finishsqm 425.85

9.7Plastering of the dome in lime mortar 1:1:1(1 Lime:1 surkhi:1 coarse sand) of 100mm

thicknessSqm 1,652.69

9.8 Mud plaster 1:3:1(1 lime slaked : 3 Mud:1 coarse sand) Sqm 1,369.48

9.9Making cornice band with ornamental design as per the conservation Architect's design

with lime plaster (1lime:3 finesand)

9.9.1 Size 150mm wide and 50mm average thick M 756.57



9.10Repairing ornamental plaster works to match with the existing design using lime plaster

(1lime putty:1surkhi)Sqm 3,458.87

9.11

Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the

mortar should be prepared by grinding mill only. The thickness varies from 10mm to

100mm as per design

Sqm 2,798.49

Ornamental Plaster work

100mm as per design.

9.12 Recessed lime pointing 1:1:1 ( 1 Slaked lime:1 surkhi:1 fine sand)

9.12.1 In stonework Sqm 227.27

9.12.2 In Brickwork Sqm 194.64

9.13Flush / Ruled/Struck or Weatheredd lime pointing 1:1:1 ( 1 Slaked lime:1 surkhi:1 fine

sand)

9.13.1 In stonework 302.81

9.13.2 In Brickwork 201.15

9.14Repointing of raked out joints of Random rubble masonry by using lime mortar 1:1:1

(1Lime:1coarse sand:1Brick jeera)Sqm 411.29

9.15Repointing of raked out joints of Ashlar masonry by using lime mortar 1:1:1

(1Lime:1coarse sand:1 Surkhi)Sqm 337.52

9.16

Repairs to plaster of thickness 10 mm to 30 mm in patches of area 2.5 sq. meters and

under, including cutting the patch in proper shape, raking out joints and preparing and

plastering the surface of the walls complete, preparation of mortar by traditional

practice (by hand grinder) in 3 course & loi, tamping, beating, till the shrinkage cracks are

disappear disposal of rubbish to the dumping ground within 50 metres lead with lime

moratr 1:2 (1 lime: 2 surkhi)

Sqm 1,105.92

10.1

Stone work (Machine cut edges) for wall lining (Veneer work) upto 10m height, backing

filled with a grout of average 12 mm thick lime mortar 1:2 (1 lime : 2 coarse sand)

including pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixtureof pigment

matching the stone shade : (To be secured to the backing and the sides by means of

cramps and pins which shall be paid for separately) :

Red sand stone ‐ exposed face fine dressed with rough backing.

10.1.1 70 mm thick Sqm 3,063.27

10.1.2 60 mm thick Sqm 2,938.69

10.1.3 50 mm thick Sqm 2,753.69

10.1.4 40 mm thick Sqm 2,498.96

10.1.5 30 mm thick Sqm 2,394.95

Plaster Repair

Lime Pointing

10. STONE WORKS

Wall Lining works

SOR‐7


10.2 Red sand stone ‐ Exposed face machine cut and table rubbed with rough backing

10.2.1 70 mm thick Sqm 4,149.10

10.2.2 60 mm thick Sqm 3,972.72

10.2.3 50 mm thick Sqm 3,835.63

10.2.4 40 mm thick Sqm 3,636.51

10.2.5 30 mm thick Sqm 3,511.82

10.3 White sand stone ‐ exposed face fine dressed with rough backing .

10.3.1 70 mm thick Sqm 3,307.62

10.3.2 60 mm thick Sqm 3,144.18

10.3.3 50 mm thick Sqm 3,024.99

10.3.4 40 mm thick Sqm 2,868.98

10.3.5 30 mm thick Sqm 2,736.55

10.4 White sand stone ‐ Exposed face machine cut and table rubbed with rough backing

10.4.1 70 mm thick Sqm 4,192.95

10.4.2 60 mm thick Sqm 4,046.05

10.4.3 50 mm thick Sqm 3,907.41

10.4.4 40 mm thick Sqm 3,754.31

10.4.5 30 mm thick Sqm 3,621.88

10.5 25mm thick Kota stone slabs exposed face dressed and rubbed Sqm 1,800.61

10.6

Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining

(veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3

(1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white

cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be

secured to the backing by means of cramps, which shall be paid for separately).

Sqm 3,055.95

Marble work gang saw cut (polished and machine cut) of thickness 18 mm for cladding

over dome (veneer work), backing filled with a grout of average 20 mm thick in lime

10.7 mortar 1:3 (1 lime : 3 coarse sand), including pointing with lime mortar 1:2 (1 lime : 2

marble dust) with an admixture of pigment to match the marble shade (To be secured to

the backing by means of cramps, which shall be paid for separately).

Sqm 3,667.43

10.8

Providing and fixing stainless steel cramps of required size and shape for anchoring stone

wall lining to the backing or securing adjacent stones in stone wall lining in lime mortar

1:2 (1lime : 2 coarse sand), including making the necessary chases in stone and holes in

walls wherever required

Kg 680.16

10.9Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design

in lime mortar 1:2 (1 lime : 2 coarse sand), including making the necessary chases.Each 41.34

10.10

Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones

in stone wall lining in lime mortar 1:2 (1lime : 2coarse sand), including making the

necessary chases.

Each 34.92

10.11

Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including

providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long and dowel bars

7.5 cm long 6 mm dia as per design

Each 4,760.99

10.12

Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the

wall as measured along the slope in lime mortar 1:1:1 (1 lime : 1Surkhi:1 Fine sand) with

12 mm diameter anchoring steel bar, 45 cm long, fixed in each stone and supported on

and including with bricks cove in lime mortar 1:1:1 (1 lime : 1Surkhi:1 Fine sand),

including pointing in lime mortar 1:2 (1 lime cement : 2 stone dust) with an admixture of

pigment matching the stone shade

Sqm

10.12.1 Red sand stone

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1,881.05

10.12.2 White sand stone

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1,912.99

10.13

Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm wide

projection in lime mortar 1:3 (1 lime : 3 coarse sand) including pointing in lime mortar

1:2 (1 lime cement : 2 stone dust) with an admixture of pigment matching the stone

shade

10.13.1 Red Sand stone Sqm 1,247.49

10.13.2 White Sand stone Sqm 1,344.83

Sunshade, Brackets and others

SOR‐8


10.1430 mm red sand stone sun‐shade (chisel‐dressed) supported on red sand stone brackets,

fixed in walls with lime mortar 1:3 (1 lime : 3coarse sand), including finishing complete2,251.30

10.15

Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm

thick in lime mortar 1:6 (1 lime : 6 coarse sand), including pointing with lime mortar 1:2

(1 lime : 2 stone dust) with an admixture of pigment matching the stone shade

10.15.1 Red Sand stone Cum 51,883.29

10.15.2 White Sand stone Cum 53,173.39

10.16

Providing and fixing stone jali 40 mm thick throughout in lime mortar 1:3 (1 lime : 3

coarse sand), including pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an

admixture of pigment, matching the stone shade, jali slab without any chamfers etc

10.16.1 Red Sand stone Sqm 16,013.23

10.16.2 White Sand stone Sqm 16,129.93

10.17Sandstone flooring as a plinth protection around the building using sand stone of

50mm thick & 1:1:1 lime mortar (1 lime:1surkhi:1 coarse sand) for filling up the joints.

10.17.1 Red Sand stone Sqm 848.54

10.17.2 White Sand stone Sqm 906.03

11.1

Repairing of .5mm to 5 mm wide open joints / cracks in all types of sand stone masonry

work including scrapping of loose jointing material from cracks. The inner side to be

filled/pointed with polymer mixed lime mortar with wooden trowel and fixing grouting

nipple from outer side as directed by Architect. Then apply polymer based lime mortar

by injection grouting through 5mm diameter nozzle through the pre fix nipple up to total

thickness of existing stone wall and removing the PVC nipple pipe, lime moratr of mix

lime & sand 1:1 mix with polymer using katha or other additives to achieve require

M 72.21

11. CRACK REPAIRS AND STRUCTURAL STRENGTHENING

matching colour and including cost of all materials, labour, machinery, equipment, curing

and cleaning the site as directed.

11.2

Providing and fixing chicken wire mesh (6mm x 6mm) of 24 gauge 200 mm wide along

the joints of brick work with hooks/nails etc. complete so as to receiving the plastering

work over chicken mesh as per the direction of Engineer‐in‐charge.

sqm 1,187.56

11.3

Steel‐rod stitching incracked stone patties, beam,and lintels.Providing and fixing stainless

steel rods of 90cms length of which 15cm on either side and cold bending at 90degrees.

The stainless steel clamps to be fixed perpendicular to the crack by drilling in stone and

fixing with cement and aradite mixture in such a way that the entire length of the rod is

in complete contact of the stone and the bent ends are fully inserted in the cracked

stone. Use 316 grade stainless steel charge per hole.steel rod charges are counted per

kg.Holes with 6mm, 8mm, 10mm or 12mm dia.as per requirement of position.

No 203.49

11.4

Stitching of cracks in brick masonry with stone lintels of 450x 200x50 mm . Chasing,

grooving the brick masonry and inserting the stone lintel. All around the stone, lime

mortar should be properly packed .

No 259.94

11.5Propping with steel to support the leaned structure ( roof and wall) using pipes,

channels, angles, girders , wooden wages to prevent further leaning/ collapseSqm 1,059.06

12.1Dismantling tile work in floors and roofs laid in lime mortar including stacking material

within 50 metres lead For thickness of tiles .

12.1.1 For thickness of tiles 10 mm to 25 mm. Sqm 44.22

12.1.2 For thickness of tiles above 25 mm and up to 40 mm. Sqm 69.64

Careful removal of existing deteriorated/ damaged/ weathered lime plaster without

damaging the suurface below it. Caution: Workers have to wear helmet,safety belt and

safety gloves

Methodology: i. Erect scaffolding enabling the safe platform to work ii. Use precise tools

like scalpe etc, to remove the plaster iii. Take precaution such that surface below the

plaster is not damaged.

12.2 Sqm 90.73

12.DISMANTLING AND DEMOLISHING

SOR‐9


12.3

Raking out the joints of country/Nankshahi brick, scooping out dead and decayed mortar

very slowly and carfully with scooping rods, then washing complete with hand spray

pump. Preparing the surface for replastering including disposal of rubbish with 250m

lead

Sqm 129.85

12.4Dismantling stone slab flooring laid in lime mortar including stacking of serviceable

material and disposal of unserviceable material within 50 metres lead.Sqm 117.56

13.1 Reinforcing timber beams with steel plates of size 100 x300x12 mm with bolts and nuts No 440.52

13.2Reinforcing timber beams with flitch plates that is sandwiched between to increase the

sstrenght of beamsm 1,432.59

13.3Reinforcement of existing wooden beams with L shape Angles 70x70x6 at the bottom of

the beamm 1,236.90

13.4

Consolidation of woodwork with sawdust and polyster resin of low viscosity, wherein the

work needs to completed in similar application and then smoothen and finished as per

the Engineer incharge.

Sqm 1,122.88

14.1

Removing existing water proofing treatment followed by crack repairs and surface

cleaning and laying APP (Atactic Polypropylene Polymer) water proofing treatment with

bituminous primer over existing terracing with following specifications:

14.1.1

Removing the present treatment of waterproofing System (if any) given on the terraces

and reach the sound surface below the present waterproofing system and cleaning the

surface to reach the sound surface, remove all loose material with the help of tools and

tackles from the surface and as well as from the hair line cracks & wide cracks if any.

Sqm 128.11

14.1.2Surface Repair: In case of pot holes/cracks, the same shall be repaired with epoxy

grouting system, Epoxy Mortar or Latex.Sqm 376.45

14. WATERPROOFING WORKS

13. WOOD REPAIR WORKS

14.1.3

Starting at low point from the roof, unroll the APP membrane 3mm (Non Woven

Polyester of 160 gsm) (50 kgs)( 1 Mtr X 10 Mtr) roll once the priming coat is dried. Align

the roll correctly and RE‐ roll it half in alignment befor torching. Avoid shifting of the

membrane while torching. Use gas burner to heats substrate and underside to softening

points. When the embossing disappears, roll forward and press firmly against substrate

to bond from the Lowe end toward and press firmly against substrate to bond from the

lower end towards the higher end. Ensure sufficient bleed on side and end over laps.

Once the half of the roll is torched properly to the substraste, unroll the balance roll and

repeat the process.

Sqm 425.93

14.2

Providing protective coating of water repellent siloxane (transparent in color) through

brush or spray untill complete impregnation over completely cleaned and dried stone or

plastered surface to reduce the absorption of water.

Sqm 239.83

14.3

Providing post dated Damp Proof Course (DPC) by raking out mortar from brickwork

atleast 75mm deep from both faces of wall at plinth height. The cavities formed must be

cleaned by flushing with clean water. The clean surface with open cavities are next

treated with limewater to attempt to consolidate the friable areas. The consolidation

treatment is followed by pressure grouting with a line of close‐spaced drilling (average

150mm centres) to be made and silicone solutions in solvent and the siliconate/latex

mixture are pumped in under pressure.

M 1,562.14

SOR‐10

RATE ANALYSIS

1. SITE CLEARANCE


JANUARY 2016

1.1

Code Description Unit Quantity Rate in Rs Amount in Rs

Details of cost for 10 cum

DSR 0114 Beldar Day 6.50 329.00 2,138.50

DSR 0115 Coolie day 4.50 329.00 1,480.50

DSR 0101 Bhisti day 0.40 363.00 145.20

DSR 0113 Chowkidar day 0.01 329.00 2.63

Tools and Tackles L.S 25.00 1.78 44.50

DSR 9999 Sundries L.S 2.73 1.78 4.86

Additional for sorting of

serviceable and stacking Material

DSR 0115 Coolie day 1.00 329.00 329.00

4,145.19

41.45

4,186.64

Add CPOH @ 15% 628.00

4,814.64

481.46

1.2

Code Description Unit Quantity Rate Amount

Details of cost for 1 cum

LABOUR

DSR 0114 Beldar Day 0.25 329.00 82.25

DSR 0115 Coolie day 0.75 329.00 246.75

DSR 9999 Sundries L.S 13.83 1.78 24.62

Total 353.62

3.54

Total 357.15

Add CPOH @ 15% 53.57

410.73

Cost of 10 Cum

Cost of 1 Cum

Add extra for sorting lifting & stacking charges for architectural parts up to 50m lead.

Add water charges 1%

Cost of 1 Cum

1.0 SITE CLEARANCE

Total

LABOUR

Total

Clearance of debris around the heritage building by excavation upto depth 1.50mtr to 2.00 mtr

carefully without damaging the buried architectural parts of the building and collect all the intact

parts at proper place for reuse at the time of restoration work as per direction of Engineer incharge.


1/RA‐1

2. SURFACE CLEANING


JANUARY 2016

2.1


DSR 0771 Fuel for hot water lit 15.00 48.00 720.00

M Rate Conservator day 0.05 1,650.00 82.50

DSR 0124 Mason day 0.75 399.00 299.25

DSR 0114 Beldar day 8.50 329.00 2,796.50

DSR 0128 Mate day 0.06 363.00 21.78

DSR 9999 Sundries LS 55.00 1.78 97.90

Total 4,017.93

40.18

Total 4,058.11

Add CPOH @ 15% 608.72

4,666.83

466.68

2 2

2.0 SURFACE CLEANING

Removing of old sulphated lime wash/white or colour wash in multiple applications without causing

damage to the below stone/brick/plastered surface. Scrubbing (not by scraping which leaves

surfaces scarred and scratched ) with bristle brushes and hot water ( Care to be taken if the surface

is weak one it will break down). Hot water should be used if the limewash has an oil or tallow

binder. Gentle cleaning with air abrasive tools can be used if the wall surface is not very week.The

final clean will almost invariably have to be carried out by hand scrubbing and rinsed with clean

water on completion. The work should be done under supervision of a trained conservator.

Details of cost for 10 Sqm


Cost of 10 Sqm

Cost of 1 Sqm

Removal of rust, existing coatings, mill scale, dirt, oil, grease, and other contaminants from steel 2.2


MATERIAL

M Rate Micro Sand Kg 10.00 5.00 50.00

M Rate Pressure Pump Day 0.05 1,000.00 50.00

LABOUR

DSR 0124 Mason (brick layer) 2nd class day 0.05 399.00 19.95

DSR 0114 Beldar day 0.25 329.00 82.25

DSR 0128 Mate day 0.08 363.00 29.04

DSR 9999 Sundries LS 20.00 1.78 35.60

Total 266.84

2.67

Total 269.51

Add CPOH @ 15% 40.43

309.93

2.3


MATERIAL

M Rate Non Ionic Soap Solution Lit 0.05 150.00 7.50

LABOUR

DSR 0124 Mason day 0.05 399.00 19.95

DSR 0114 Beldar day 0.10 329.00 32.90

DSR 0128 Mate day 0.09 363.00 32.67

DSR 9999 Sundries including consumables LS 15.00 1.78 26.70

, g g , , , , g ,

sections/stone surface using Micro sand with the help of pressure pump.



Cost of 1 Sqm

Removal of stains, dirt, blackening and other contaminants from Marble by using the solution of

Non Ionic soap diluted with water . The soap solution should be mild and the recommeded PH

Value is 7.


1/RA‐2


JANUARY 2016

Total 119.72

5.99

Total 125.71

Add CPOH @ 15% 18.86

144.56

2.4


LABOUR


DSR 0114 Beldar day 0.18 329.00 59.22

DSR 0115 Coolie day 0.08 329.00 26.32

DSR 0101 Bhisti day 0.08 363.00 29.04

DSR 9999Sundries such as sand paper and

scrapperLS 13.65 1.78 24.30

DSR 10000 Repair to scratches LS 9.10 1.78 16.20

Total 237.58

11.88

Total 249.45

Add CPOH @ 15% 37.42

Cost of 10 sqm 286.87

28.69


Cost of 1 Sqm

Removing white or color wash by scrapping and sand papering without causing damage to the

below stone/brick/plastered surface.and preparing the surface smooth including necessary repairs

to scratches etc. complete.



Cost of 1 Sqm

2.5


MATERIAL

Ammonium sulphamate lit 10 198.00 1,980.00

DSR 0983 Sand for repair cum 1.5 700.00 1,050.00

DSR 0773 Lime for repair quintal 1 300.00 300.00

LABOUR 0.00

DSR 0114 Beldar Per day 10 329.00 3,290.00

DSR 0124 Mason Per day 4 399.00 1,596.00

M Rate Conservator Per day 0.5 1,650.00 825.00

Sundries L/s 250.00

9,291.00

Add for water charges 1% 92.91

9,383.91

Add for O/H and contractors profit 15% 1,407.59

For 10 each 10,791.50

Manually removal of vegetation (major trees, climbing plants, creepers) from walls, columns,

arches, floor etc in a skilled and careful manner, using appropriate tools and means and without

causing any damage to the adjoining parts, including carrying and stacking the dismantled materials

including lift/lower upto 11mtrs and lead upto 50 mtrs as directed by the engineer or architect in

charge. The exposed surfaces will be coated with a paste made from ammonium sulphamate

crystals or with "Tree killer" available in market. In this condition the root system may be left to

absorb and die. Large sections of dead wood must not be left within the core. As they decay they

will remove support and create voids and weaknesses in the wall. But pull off a well ‐ established

mat of vegetation must be resisted. Tamping, grouting, pointing and resetting of brick / stones

especially on wall top, must all be anticipated as remedial work.

Details of cost for 10 nos

2/RA‐2


JANUARY 2016

1,079.15

2.6


For 10 sqm

MATERIALBiocide lit 5 330 1650.00

DSR 0983 Sand for repair cum 1.5 700 1050.00

DSR 0773 Lime for repair quintal 1 300.00 300.00

LABOUR 0.00

M Rate Conservator Per day 0.1 1,650.00 165.00

DSR 0124 Mason Per day 2 399.00 798.00

DSR 0114 Beldar Per day 5 329.00 1645.00

DSR 0128 Mate Per day 0.25 363.00 90.75Sundries L/s 100.00

5798.75Add for water charges 1% 57.99

5856.74Add for O/H and contractors

fit15% 878.51

Cost for 1 each

Sterilizing treatment using Biocide: Masonry covered with algae, lichen, mosses etc should be

removed with knife blades, spatula and stiff bristle or soft wire brushes. Spray diluted solution of

quaternary ammonium based biocide on surface of the masonry with out allowing to spray drift.

Leave the treated area for at least one week than brush off as much dead growth as possible. Next

again spray a solution of a proprietary biocide and incorporating tribute tin oxide in same manner

and clean the surface.


profit

For 10 sqm 6735.25673.52

2.7



MATERIAL:

Chemical L.S. 1,000.00

Equipment day 1.00 2,000.00 2,000.00

Professional/Senior Conservator day 2.00 2,000.00 4,000.00

DSR 0114 Beldar day 1.00 329.00 329.00

7,329.00

732.90

366.45

8,428.35

1,264.25

9,692.60

193.85

2.8

Claypack (Fuller's earth) method for cleaning of marble surfaces. The method involves using mild

suitable chemicals mixed to fuller's earth. The clay is then applied on the surface with a soft cloth

followed by covering the surface with layer of muslin cloth. This layer of cloth is then applied with

second layer of clay and left to dry. The layer should take atleast 4 to 7 days time to properly absorb

the pollutants before it get dried. The dried and flaking clay will be cleaned with water. (Note: the

minimum thickness of clay will be 2mm; the process might not work during peak hot season due to

fast drying up of clay.)

Add CPOH @ 15%

Cost of 50 Sqm

Cost of 1 Sqm

Steam cleaning of stone claddded surface covered with algae, lichen, mosses etc using steam boiler.

(example: kärcher steam jet) .

LABOUR

Total

Electricity & water Charges 5%

Total

Cost of 1 Sqm

Scaffolding/Mobile ladder (10%)

3/RA‐2


JANUARY 2016

2.8.1



MATERIAL:

Fuller's Earth (Lab Grade) kg 5.00 30.00 150.00


Muslin cloth (Malmal) m 5.00 60.00 300.00

Conservator day 3.00 1,650.00 4,950.00

DSR 0114 Beldar day 3.00 329.00 987.00

7,387.00

369.35

7,756.35

1,163.45

8,919.80

891.98

2.8.2



MATERIAL:

Fuller's Earth (Lab Grade) kg 8.00 15.00 120.00


Muslin cloth (Malmal) sqm 50.00 80.00 4,000.00

Conservator day 5.00 1,650.00 8,250.00

DSR 0114 B ld d 3 00 329 00 987 00

Cost of 10 Sqm

Cost of 1 Sqm

From Relief Marble Work with help of thin brushes and dental tools

LABOUR

From Plain Marble Work

LABOUR

Total

Add extra T & P, Scaffolding & water Charges 5%

Total

Add CPOH @ 15%

DSR 0114 Beldar day 3.00 329.00 987.00

14,357.00

717.85

15,074.85

2,261.23

17,336.08

1,733.61

2.9

2.9.1



MATERIAL:

Di‐ionized soap or suitable solvent Lit 1.00 250.00 250.00

Conservator day 1.00 1,650.00 1,650.00

DSR 0114 Beldar day 3.00 329.00 987.00

2,887.00

144.35

3,031.35

454.70

3,486.05

348.61

2.9.2



MATERIAL:

Cost of 1 Sqm

Cleaning of enamel/modern/synthetic paint with help of suitable chemical

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Cleaning of Araish work without wall/border painting

Cleaning smog, black soot, etc with help of Di‐ionized soap or suitable solvent

Total


4/RA‐2


JANUARY 2016

Chemical with brush, gloves, mask,

etcL.S. 1,000.00

Conservator day 0.50 1,650.00 825.00

DSR 0114 Beldar day 0.50 329.00 164.50

1,989.50

99.48

2,088.98

313.35

2,402.32

240.23

2.9.3



Conservator day 10.00 1,650.00 16,500.00

DSR 0114 Beldar day 10.00 329.00 3,290.00

19,790.00

2,968.50

22,758.50

3,413.78

26,172.28

2,617.23


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Cleaning lime by mechanical means

LABOUR

Total

LABOUR

Total


Total

5/RA‐2

3. LIME MORTAR


JANUARY 2016

3.1


Details of cost for 1 cum.

MATERIAL:

(0.475 cum. of lime putty = 3.01 q of

unslaked lime)


unslaked lime) 0775 ‐DAR 2007

Carriage (1 E‐ DAR 1972 pg 51 ) carriage

of lime ‐1 Quintals occupies 0.129 cum

DSR 0773 Un Slaked Lime Quintal 4.51 300.00 1,353.00

DSR 0983 Fine Sand zone(IV) cum 1.07 700.00 748.65

DSR 2261 Carriage of fine sand cum 1.07 115.92 123.98

DSR 2208Carriage of lime. 4.51q=.58 cum

unslaked limecum 0.58 106.64 61.85

LABOUR:

For measuring, carrying, depositing and

mixing

DSR 0114 Beldar day 0.90 435.00 391.50

DSR 0101 Bhisti day 0.45 363.00 163.35

For Slaking of lime

DSR 0114 Beldar day 1.50 329.00 493.50

DSR 0101 Bhisti day 1.50 363.00 544.50

DSR 0114 Beldar day 3.00 329.00 987.00

DSR 0101 Bhisti day 3.00 363.00 1,089.00

M Rate Running cost for upkeep of mortar mill day 1.00 800.00 800.00

M Rate Fuel cost for running the miller Lit 10.00 60.00 600.00

DSR 9999 Sundries L.S 52.00 1.78 92.56

7,448.89

3.2



MATERIAL:


unslaked lime)

DSR 0773 Un Slaked Lime Quintal 3.01 300.00 903.00

DSR 0983 Fine Sand zone(IV) cum 0.71 700.00 498.75

DSR 1182 Surkhi cum 0.71 700.00 498.75

3.0 LIME MORTAR

A good aggregate for a Lime Mortar should be with angular grains and free of contaminats such

as salt and oranic matter. The aggregates should be well graded sand typically has grain sizes

between 4mm and 0.125mm, with the largest proportion of grains at the mid‐point sieve fractions.

Lime Mortar 1:1 ( 1 Slaked lime :1 Fine sand)

Preparation of Lime Mortar including sieving of sand

Cost of 1 cum say

Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is

considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which

results in more man days and use of machines.

Lime Mortar 1:1:1 ( 1 Slaked lime :1 surkhi:1 fine sand)

1/RA‐3


JANUARY 2016

DSR 2208Carriage of lime 3.01q=.48 cum


DSR 2261 Carriage of fine sand cum 0.48 115.92 55.06

Carriage of surkhi cum 0.48 106.64 50.65

LABOUR:


mixing

DSR 0114 Beldar day 0.90 435.00 391.50

DSR 0101 Bhisti day 0.45 363.00 163.35

For Slaking of lime

DSR 0114 Beldar day 1.50 329.00 493.50

DSR 0101 Bhisti day 1.50 363.00 544.50

DSR 0114 Beldar day 3.00 329.00 987.00

DSR 0101 Bhisti day 3.00 363.00 1,089.00



DSR 9999 Sundries L.S 52.00 1.78 92.56

7,209.03

3.3



Ref DAR 1972 ( E) Mortars Item No.4 Pg

53

MATERIAL:


unslaked lime)


DSR 0983 Coarse sand zone III cum 0.48 1,200.00 570.00

DSR 1182 Surkhi cum 0.48 700.00 332.50

DSR 2208 Carriage of lime cum 0.39 106.64 41.41

DSR 2261 Carriage of coarse sand cum 0.48 106.64 50.65

Carriage of surkhi cum 0.48 106.64 50.65

LABOUR:


mixing

DSR 0114 Beldar day 0.90 435.00 391.50

DSR 0101 Bhisti day 0.45 363.00 163.35

For Slaking of lime

DSR 0114 Beldar day 1.50 435.00 652.50

DSR 0101 Bhisti day 1.50 363.00 544.50

DSR 0114 Beldar day 2.00 435.00 870.00

DSR 0101 Bhisti day 2.00 363.00 726.00



DSR 9999 Sundries L.S 52.00 1.78 92.56

6,088.63


Cost of 1 cum say




Lime Mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 course sand)


Cost of 1 cum say

2/RA‐3


JANUARY 2016

3.4



MATERIAL:


unslaked lime)


DSR 1182 Surkhi cum 0.95 700.00 665.00



DSR 2266 Carriage of surkhi cum 0.95 106.64 101.31

LABOUR:


mixing

DSR 0114 Beldar day 0.90 435.00 391.50

DSR 0101 Bhisti day 0.45 363.00 163.35

DSR 0114 Beldar day 1.50 435.00 652.50

DSR 0101 Bhisti day 1.50 363.00 544.50

DSR 0114 Beldar day 2.00 435.00 870.00

DSR 0101 Bhisti day 2.00 363.00 726.00



DSR 9999 Sundries L.S 52.00 1.78 92.56

5,809.72

3.5



MATERIAL:


unslaked lime)


DSR 1182 Coarse sand zone III cum 0.95 1,200.00 1,140.00




LABOUR:

DSR 0114 Beldar day 0.90 435.00 391.50

DSR 0101 Bhisti day 0.45 363.00 163.35

DSR 0114 Beldar day 1.50 435.00 652.50

DSR 0101 Bhisti day 1.50 363.00 544.50

DSR 0114 Beldar day 2.00 435.00 870.00

DSR 0101 Bhisti day 2.00 363.00 726.00


Lime Mortar 1:2 ( 1 Slaked lime:2 surkhi)

For Slaking of lime


Cost of 1 cum say




Lime Mortar 1:2 ( 1 Slaked lime :2 coarse sand)

For measuring, carrying, depositing and mixing

For Slaking of lime


3/RA‐3


JANUARY 2016


DSR 9999 Sundries L.S 52.00 1.78 92.56

6,326.13

3.6



MATERIAL:


unslaked lime)


DSR 0983 Fine sand zone IV cum 1.43 700.00 997.50




LABOUR:


mixing

DSR 0114 Beldar day 0.90 435.00 391.50

DSR 0101 Bhisti day 0.45 363.00 163.35

For Slaking of lime

DSR 0114 Beldar day 1.50 435.00 652.50

DSR 0101 Bhisti day 1.50 363.00 544.50

Preparation of Lime Mortar including

sieving of sand

DSR 0114 Beldar day 3.00 435.00 1,305.00

DSR 0101 Bhisti day 3.00 363.00 1,089.00



DSR 9999 Sundries L.S 52.00 1.78 92.56

7,745.50

3.7



MATERIAL:


unslaked lime)


DSR 1182 Surkhi cum 0.36 700.00 249.20





LABOUR:

DSR 0114 Beldar day 0.90 435.00 391.50

DSR 0101 Bhisti day 0.45 363.00 163.35

DSR 0114 Beldar day 1.50 435.00 652.50

Cost of 1 cum say

Lime Mortar 1:2 ( 1 Slaked lime:2 fine sand)

Cost of 1 cum say




Lime Mortar 1:1:2 ( 1 Slaked Lime: 1 Surkhi:2 Coarse sand)

For measuring, carrying, depositing and mixing

For Slaking of lime

4/RA‐3


JANUARY 2016

DSR 0101 Bhisti day 1.50 363.00 544.50

DSR 0114 Beldar day 2.00 435.00 870.00

DSR 0101 Bhisti day 2.00 363.00 726.00



DSR 9999 Sundries L.S 52.00 1.78 92.56

6,054.27

3.8


DSR 3.15 Details of cost for 1 cum.

MATERIAL:


unslaked lime)


DSR 0784 Marble dust cum 0.95 1,000.00 950.00


DSR 2268Carriage of marble dust and/or marble

chipscum 0.95 106.64 101.31

LABOUR:


mixing

DSR 0114 Beldar day 0.90 329.00 296.10

DSR 0101 Bhisti day 0.45 363.00 163.35

For Slaking of lime

DSR 0114 Beldar day 1.50 329.00 493.50

DSR 0101 Bhisti day 1.50 363.00 544.50

DSR 0114 Beldar day 2.00 329.00 658.00

DSR 0101 Bhisti day 2.00 363.00 726.00



DSR 9999 Sundries L.S 52.00 1.78 92.56

5,669.40

3.9


DSR 3.15 Details of cost for 1 cum.

MATERIAL:


unslaked lime) i.e 0.28 cum of lime

putty is 60% of .475 cum



DSR 1182 Surkhi cum 0.75 700.00 525.00


DSR 2203 Carriage of coarse sand zone III cum 0.37 106.64 39.46



Cost of 1 cum say




Lime Mortar 1:2 ( 1 Slaked lime :2 Marble dust)


Cost of 1 cum say

Lime Mortar 3:4: 8( 3Slaked lime:4 coarse sand: 8 surkhi)

5/RA‐3


JANUARY 2016

LABOUR:


mixing

DSR 0114 Beldar day 0.90 329.00 296.10

DSR 0101 Bhisti day 0.45 363.00 163.35

DSR 0114 Beldar day 1.50 329.00 493.50

DSR 0101 Bhisti day 1.50 363.00 544.50

DSR 0114 Beldar day 2.00 329.00 658.00

DSR 0101 Bhisti day 2.00 363.00 726.00



DSR 9999Hire and running charges of mechanical

mixerL.S 26.91 1.78 47.90

DSR 9999 Sundries L.S 16.22 1.78 28.88

5,313.31

3.9.1

3.9 Khafgi mix cum 1.20 5,313.31 6,375.97

DSR 0367 Portland cement tonne 0.21 6,300.00 1,348.20

DSR 2209 Carriage of cement tonne 0.21 94.8 20.29

7,744.46

3.10


ISOR 2.2 Details of cost for 1 cum.

MATERIAL:


unslaked lime)


DSR 0983 Coarse sand zone III cum 0.85 1,200.00 1,022.40

DSR 1182 Surkhi cum 0.43 700.00 298.20




LABOUR:


mixing

DSR 0114 Beldar day 0.90 329.00 296.10

DSR 0101 Bhisti day 0.45 363.00 163.35

DSR 0114 Beldar day 1.50 329.00 493.50

DSR 0101 Bhisti day 1.50 363.00 544.50

Preparation of Lime Mortar including

sieving of sand

For Slaking of lime


Cost of 1 cum say

Composite mix (8:1) with 8 lime mortar (3 Slaked lime: 4 Coarse sand: 8 Surkhi) and 1 cement

Cost of 1 cum say

A special mix known as khafgi is applied over the jack‐arch structure to give a firm cover and good sealant against

rainwater penetration and to improve the structural and heat insulation properties of the roof. Khafgi is prepared

with 3 parts hydrated lime, 4 parts of coarse sand and 8 parts of burnt clay bricks crushed into 20mm size particles.

8 parts of the khafgi are combined with 1 part of ordinary cement. The resulting mixture is then mixed thoroughly

with water to give a workable paste that is applied over the top surface of the roof. This method is practised in

Sudan recommended by UNESCO. Source: Rural housing website

Lime Mortar 1:3:6 ( 1 slaked lime:3 surkhi:6 course sand)

For Slaking of lime

6/RA‐3


JANUARY 2016

DSR 0114 Beldar day 2.00 329.00 658.00

DSR 0101 Bhisti day 2.00 363.00 726.00



DSR 9999 Sundries L.S 52.00 1.78 92.56

5,413.22

3.11


ISOR 2.2 Details of cost for 1 cum.

MATERIAL:


unslaked lime)


DSR 0983 Coarse sand zone III cum 0.28 220.00 62.48

DSR 0811 Mud cum 0.85 65.00 55.38



DSR 2266 Carriage of mud cum 0.85 106.64 90.86

LABOUR:


mixing

DSR 0123 Mason First class day 1.00 435.00 435.00

DSR 0114 Beldar day 0.90 329.00 296.10

DSR 0101 Bhisti day 0.45 363.00 163.35

DSR 0114 Beldar day 1.50 329.00 493.50

DSR 0114 Beldar day 2.00 329.00 658.00

DSR 0101 Bhisti day 2.00 363.00 726.00

M Rate For Mixing and Kneading the mortar day 0.50 800.00 400.00

DSR 0114 Beldar day 1.00 329.00 329.00

DSR 9999 Sundries L.S 52.00 1.78 92.56

4,397.17

3.12



MATERIAL:

DSR 0811 Mud (dry) cum 1.08 65.00 70.20

LABOUR:

DSR 0123 Mason First class day 1.00 435.00 435

DSR 0114 Beldar day 0.63 329.00 207.27

DSR 0101 Bhisti day 0.32 363.00 114.35

DSR 9999 Sundries L.S 6.45 1.78 11.48

838.30

Cost of 1 cum say

Mud Mortar

Cost of 1 cum say

Cost of 1 cum say

Mud Mortar 1:3:1( 1 Slaked lime:3 Mud:1 course sand)

For Slaking of lime

Preparation of Mud Mortar including sieving of sand

7/RA‐3

4. LIME CONCRETE


JANUARY 2016

4.1

4.1.1


DSR 0293

Stone Aggregate (Single size) : 40 mm

nominal size (0.63 cum‐7.5% for voids

i.e. 0.04 = 0.56 cum)

cum 0.58 1,050.00 609.00

DSR 0295Stone Aggregate (Single size) :20 mm

nominal sizecum 0.27 1,175.00 317.25


nominal sizecum 0.15 1,175.00 176.25

DSR 2206Carriage of stone aggregate 40 mm

nominal size and abovecum 0.58 115.92 67.23

DSR 2202Carriage of stone aggregate below 40

mm nominal size cum 0.42 106.64 44.79

3.2Lime Mortar 1Lime putty:1 surkhi: 1

Fine sandcum 0.46 7,209.03 3,316.16

DSR 0114 Beldar day 1.35 435.00 587.25

DSR 0115 Coolie day 1.17 329.00 384.93

DSR 0101 Bhisti day 1.05 363.00 381.15

DSR 0123 Mason (brick layer) 1 st class day 0.09 435.00 39.15

DSR 0125 Mason (brick layer)2nd class day 0.09 399.00 35.91

DSR 0002 Hand operated mixer/Mechanical mixer day 0.11 800.00 84.00

DSR 9999 Scaffolding LS 114.40 1.78 203.63

DSR 9999 Sundries LS 14.30 1.78 25.45

6,272.15

62.72

6,334.88

950.23

7,285.11

4.1.2


DSR 0293

Stone Aggregate (Single size) : 40 mm

nominal size (0.63 cum‐7.5% for voids

i.e. 0.04 = 0.56 cum)

cum 0.58 1,050.00 609.00


nominal sizecum 0.22 1,175.00 258.50


nominal sizecum 0.11 1,175.00 129.25

DSR 2206Carriage of stone aggregate 40 mm

nominal size and abovecum 0.58 115.92 67.23




coarse sandcum 0.46 6,088.63 2,800.77

Cost of 1 cum

With graded stone aggregate 40mm nominal size and mortar comprising of 1 Slaked lime :1 surkhi

: 1 coarse sand

MATERIAL:

LABOUR:

With graded stone aggregate 40mm nominal size and mortar comprising of 1 Slaked lime :1 surkhi :

1 fine sand

Total

4.0 LIME CONCRETE


Providing and laying lime concrete excluding cost of centring and shuttering



MATERIAL:

Total

Add CPOH @ 15%

1/RA‐4


JANUARY 2016

DSR 0114 Beldar day 1.35 435.00 587.25

DSR 0115 Coolie day 1.17 329.00 384.93

DSR 0101 Bhisti day 1.05 363.00 381.15





DSR 9999 Sundries LS 14.30 1.78 25.45

5,641.42

56.41

5,697.83

854.67

6,552.51

4.1.3



nominal sizecum 0.70 1,175.00 822.50


nominal sizecum 0.24 1,175.00 282.00



DSR 0982 Coarse Sand cum 0.47 1,200.00 564.00



coarse sandcum 0.46 #REF! 5,413.22

DSR 0114 Beldar day 1.35 329.00 444.15

DSR 0115 Coolie day 1.17 329.00 384.93

DSR 0101 Bhisti day 1.05 363.00 381.15





DSR 9999 Sundries LS 14.30 1.70 24.31

8,820.17

88.20

8,908.37

1,336.26

10,244.62

4.2


Materials

Cost of 1 cum

Detail of cost for 1 cum

Providing and laying lime concrete with graded brick aggregate 50 mm nominal size and 50%

mortar comprising of 1 lime putty : 2 coarse sand rammed excluding cost of centring and

shuttering

LABOUR:

Cost of 1 cum

Add CPOH @ 15%

Add CPOH @ 15%

Total


With graded stone aggregate 20mm nominal size and mortar comprising of 1 Slaked lime :3 surkhi

: 6 coarse sand

Total

Total


MATERIAL:

LABOUR:

Total


2/RA‐4


JANUARY 2016

M RateCommon burnt clay F.P.S. (non

modular) of bricks class designation 10No 247.00 7.00 1,729.00

DSR 2260 Carriage of brick aggregate Cum 1.00 115.92 115.92

3.5 Lime mortar 1 lime putty:2 coarse sand Cum 0.50 6,326.13 3,163.06

For Breaking bricks to make 40mm and

50mm size aggregates.

DSR 0114 Beldar day 1.25 435.00 543.75

Labour for laying lime concrete


DSR 0114 Beldar day 3.00 435.00 1,305.00

DSR 0101 Bhisti day 0.50 363.00 181.50

Additional labour for levelling,ramming,

beating with thapies and finishing

smooth without adding any mortar for

finishing mason

DSR 0114 Beldar day 1.00 435.00 435.00

DSR 0101 Bhisti day 0.50 363.00 181.50


M Rate Washing soap Kg 12.00 125.00 1,500.00

M Rate Alum Kg 4.00 75.00 300.00


DSR 9999 Sundries LS 14.30 1.78 25.45

10,301.32

103.01

10,404.33

1,560.65

11,964.98

4.3


Detail of cost for 10 Sqm

DSR 15.1

Demolishing lime concrete manually/ by

mechanical means and disposal of

material within 50 metres lead as per

direction of Engineer in‐ charge.

Sqm 10.50 11.26 118.21

Materials




3.4 Lime mortar 1 Slaked lime :2 surkhi Cum 0.50 5,809.72 2,904.86


Total

50mm lime concrete flooring laid on existing base over the damaged floor up to 40mm average

thickness, with brick aggregate size 25mm and 50% lime mortar 1:2 (1 Slaked lime: 2 Surkhi)

rammed and finished with lime putty complete

Add CPOH @ 15%

Total

Labour

Cost of 1 cum

Brick aggregates available in the market are of inferior quality. So in conservation bricks are procurred and broken in

to required sizes.

3/RA‐4


JANUARY 2016

For Breaking bricks to make 25mm size

aggregates.

DSR 0114 Beldar day 1.40 329.00 460.60


DSR 0114 Beldar day 3.00 329.00 987.00

DSR 0101 Bhisti day 0.50 363.00 181.50




finishing mason

DSR 0114 Beldar day 1.00 329.00 329.00

DSR 0101 Bhisti day 0.50 363.00 181.50



DSR 9999 Sundries LS 14.30 1.78 25.45

7,598.01

75.98

7,673.99

1,151.10

8,943.29

894.33

4.4


Materials

DSR 0362 Brick Bats Cum 0.12 500.00 60.00


3.3Lime mortar 1:1:1 (1 Slaked lime :1

surkhi:1 coarse sand)Cum 0.60 6,088.63 3,653.18

Labour

DSR 0114 Beldar day 5.50 329.00 1,809.50


DSR 0101 Bhisti day 0.50 363.00 181.50




finishing mason

DSR 0114 Beldar day 1.00 329.00 329.00

DSR 0101 Bhisti day 0.50 363.00 181.50


DSR 9999Sundries including washing soap, Alum,

Gur, Belgiri LS 125.00 1.78 222.50

7,090.60

70.91

7,161.50

Providing and laying lime concrete with graded brick bats and 50% lime mortar 1:1:1 ( 1 Slaked

lime : 1 surkhi:1 coarse sand) rammed and finished with gur and belgiri treatment excluding cost

of centring and shuttering (Thickness 100mm)

Cost of 1 Sqm

Brick aggregates available in the market are of inferior quality. So in conservation bricks are procurred and broken in

to required sizes.


Labour

Total

Total


Total


Add CPOH @ 15%

Cost of 10 Sqm

Total

4/RA‐4


JANUARY 2016

1,074.23

8,235.73

823.57

4.5

Materials




3.3Lime mortar 1:1:1 (1 Slaked lime :1

surkhi:1 coarse sand)Cum 0.60 6,088.63 3,653.18

DSR 9999Sundries Washing soap,Alum,

Gur,Belgiri, Jute SanLS 125.00 1.78 222.50


aggregates.

DSR 0114 Beldar day 1.40 329.00 460.60

DSR 0114 Beldar day 5.50 329.00 1,809.50


DSR 0101 Bhisti day 0.50 363.00 181.50




finishing

DSR 0114 Beldar day 1.00 329.00 329.00

DSR 0101 Bhisti day 0.50 363.00 181.50



DSR 9999 Sundries LS 14.30 1.78 25.45

9,449.28

94.49

9,543.77

1,431.57

10,975.34

1,097.53

4.6





3.4 Lime mortar 1 lime putty:2 surkhi Cum 0.50 5,809.72 2,904.86

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm


Lime concrete terracing on roofs with 25mm nominal size brick aggregate and 50% lime mortar 1:2

(1 Slaked lime : 2 surkhi) rammed and finished with gur and belgiri treatment complete including

rounding of junctions with parpaet wall complete


Materials

Total

Labour

Total

Cost of 10 Sqm

Cost of 1 Sqm


Providing and laying lime concrete with broken brick aggregate and 50% lime mortar 1:1:1 ( 1

Slaked lime : 1 surkhi:1 coarse sand) rammed and finished with gur and belgiri treatment

excluding cost of centring and shuttering (Thickness 100mm)

Add CPOH @ 15%

5/RA‐4


JANUARY 2016


Gur,Belgiri, Jute LS 125.00 1.78 222.50


aggregates.

DSR 0114 Beldar day 1.25 329.00 411.25



DSR 0114 Beldar day 3.00 329.00 987.00

DSR 0101 Bhisti day 0.50 363.00 181.50




finishing mason

DSR 0114 Beldar day 1.00 329.00 329.00

DSR 0101 Bhisti day 0.50 363.00 181.50



DSR 9999 Sundries LS 14.30 1.78 25.45

7,909.12

79.09

7,988.21

1,198.23

9,186.44

4.7





3.10Lime mortar 1 Slaked lime :3 surkhi:6

Coarse SandCum 0.50 5,413.22 2,706.61




aggregates.

DSR 0114 Beldar day 1.25 329.00 411.25



DSR 0114 Beldar day 3.00 329.00 987.00

DSR 0101 Bhisti day 0.50 363.00 181.50




finishing mason

DSR 0114 Beldar day 1.00 329.00 329.00

DSR 0101 Bhisti day 0.50 363.00 181.50

Total

Add CPOH @ 15%

Cost of 1 Cum

Labour

Total


Lime concrete on floors with 25mm nominal size brick aggregate and 50% lime mortar 1:3:6 (1lime

putty: 3 surkhi:6 Coarse Sand) rammed and finished with gur and belgiri treatment


Materials

Labour

6/RA‐4


JANUARY 2016



DSR 9999 Sundries LS 14.30 1.78 25.45

7,710.87

77.11

7,787.98

1,168.20

8,956.17

4.8


4.7Providing and laying Lime concrete

1:3:6 up to150mm thick Cum 0.18 8,956.17 1,612.11

DSR 7266 Brick tiles of size 250mmx250mm 1000 Nos 18.00 12,150.00 218.70

3.5 Lime mortar 1 lime putty:2 coarse sand Cum 0.03 6,326.13 170.81

DSR 9999 Sundries LS 23.00 1.78 40.94


DSR 0114 Beldar day 1.00 329.00 329.00

DSR 0101 Bhisti day 0.50 363.00 181.50


2,974.19

29.74

3,003.93

450.59

3,454.52

4.9


DSR 1984Common burnt clay F.P.S. (non

modular) of bricks class designation 101000 Nos 247.00 5,200.00 1,284.40


3.4 Lime mortar 1 slaked lime:2 surkhi Cum 0.50 5,809.72 2,904.86




aggregates.

DSR 0114 Beldar day 2.50 329.00 822.50



DSR 0114 Beldar day 3.00 329.00 987.00

DSR 0101 Bhisti day 0.50 363.00 181.50

Total

Total

Materials

Total

Cost of 1 Cum

Labour for laying brick tiles

Plinth Area Protection using Lime concrete and brick tiles around the building to prevent entry of

water by dampness and capillary rise


Add CPOH @ 15%

Lime concrete with 12 mm nominal size brick aggregate and 50% lime mortar 1:2 (1 slaked lime : 2

surkhi) rammed and finished with gur and belgiri treatment


Materials


Labour

Cost of 1 Sqm


Total

Add CPOH @ 15%

7/RA‐4


JANUARY 2016




finishing mason

DSR 0114 Beldar day 1.00 329.00 329.00

DSR 0101 Bhisti day 0.50 363.00 181.50



DSR 9999 Sundries LS 14.30 1.78 25.45

7,875.77

78.76

7,954.52

1,193.18

9,147.70Cost of 1 Cum

Total


Total

Add CPOH @ 15%

8/RA‐4

5. BRICK MASONRY


JANUARY 2016

5.1


M Rate Nanakshahi Lakhori Bricks of size 200x50x40 mm No 1250.00 12.00 15,000.00

3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse

sand)Cum 0.50 7,209.03 3,604.52

DSR 2201 Carriage of bricks 1000 nos. 1250.00 284.39 355.49

DSR 9999 Sundries L.S 2.73 1.78 4.86



DSR 0115 Coolie day 2.06 329.00 676.10

DSR 0114 Bhisti day 0.30 363.00 108.90

20,200.22

202.00

20,402.22

3,060.33

23,462.55

5.2


DSR 6.9



sand)Cum 0.75 6,088.63 4,566.47


DSR 9999 Sundries L.S 2.73 1.78 4.86

Taking a semi circular arch 3.6m span, 3.6m long and

0.40m thick

Area of centering = 3.142 x 1.8 x 3.6 = 20.37 Sqm

Brick work in Arch = 3.142x2.00x0.4x3.6 =9.05 Cum

DSR 5.9.9.

Centering and shuttering including strutting, propping

etc. and removal of form for Arches, domes, vaults up

to 6 m span.

Sqm 2.25 1,006.65 2,264.96

DSR 9999 Scaffolding L.S 18.85 1.78 33.55



DSR 0115 Coolie day 3.44 329.00 1,130.12

DSR 0114 Bhisti day 0.30 329.00 98.70

DSR 0115 Coolie Extra for lifting materials day 1.70 329.00 557.66

24,674.83

Add Water Charges @ 1% except on formwork 224.10

24,898.93

Add CPOH @ 15% except on formwork 3,395.10

28,294.03

Centering and Shuttering:

Area per cum = 20.37/9.05 = 2.25 sqm

LABOUR

Total

Cost of 1 Cum

Traditional Brick work with custom made nanakshahi or lakhori bricks in plain arches including

centering and shuttering complete for span up to 6 metres in lime mortar 1:1:1 (1 lime : 1 surkhi: 1

coarse sand).

Note: The cost may change from region to region due to change in rate of customized bricks.


MATERIAL:

Total

Cost of 1 Cum

5.0 BRICK WORK

Traditional brick masonry in custom made nanakshahi or lakhori bricks in lime mortar in proportion

similar to the existing traditional lime mortar 1:1:1 (lime :1 sand : 1surkhi)




MATERIAL:

LABOUR

Total


Total

Add CPOH @ 15%

1/RA‐5


JANUARY 2016

5.3


DSR 6.9 Details of cost for 1 Cum.

DSR 2602Common burnt clay F.P.S. (non modular) of bricks class

designation 7.5No 1250.00 12.00 15,000.00


sand)Cum 0.75 6,088.63 4,566.47


DSR 9999 Sundries L.S 2.73 1.78 4.86


0.40m thick



Area per cum = 20.37/9.05 = 2.25 sqm

DSR 5.9.9



to 6 m span.

Sqm 2.25 1,006.65 2,264.96


LABOUR



DSR 0115 Coolie day 5.30 329.00 1,745.02

DSR 0114 Bhisti day 0.24 329.00 78.96


25,773.80

Add Water Charges @ 1% except on formwork 235.09

26,008.89


29,570.48

5.4


M RateCommon burnt clay F.P.S. (non modular) of bricks class

designation 7.5No 494.00 4.50 2,223.00


sand)Cum 0.38 6,088.63 2,283.23


DSR 9999 Sundries L.S 2.73 1.78 4.86



DSR 0115 Coolie day 1.64 329.00 540.88

DSR 0114 Bhisti day 0.24 363.00 87.12

5,639.87

56.40

5,696.27

854.44

6,550.70

5.5

Total

Add CPOH @ 15%

Brick work with bricks of class designation 7.5 in foundation and plinth in

Total



Total

Total

Cost of 1 Cum

Traditional Brick work with custom made nanakshahi or lakhori bricks in gauged arches including

centering and shuttering complete for span up to 6 metres in lime mortar 1:1:1 (1 lime : 1 surkhi: 1

coarse sand).


MATERIAL:

Brick work with bricks of class designation 7.5 in superstructure up to two level


MATERIAL:

LABOUR

Cost of 1 Cum

Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse sand)

2/RA‐5


JANUARY 2016


DSR 6.4

Prevailing

Rate

Common burnt clay F.P.S. (non modular) of bricks class

designation 7.51 494.00 4.50 2,223.00


sand)Cum 0.38 6,088.63 2,283.23


DSR 9999 Sundries L.S 2.73 1.78 4.86



DSR 0115 Coolie day 2.16 329.00 710.64

DSR 0114 Bhisti day 0.24 363.00 87.12

DSR 9999 Sundries L.S 22.36 1.78 39.80

DSR 0115 Coolie day 1.36 329.00 446.12

6,405.64

64.06

6,469.70

970.45

7,440.15

5.6


DSR 7.4.1


DSR 0115 Coolie day 0.41 329.00 133.25

480.38

4.80

485.18

72.78

557.96

5.7


DSR 6.13

Prevailing

Rate


designation 7.5No 565.00 4.50 2,542.50


sand)Cum 0.42 6,088.63 2,557.22


DSR 9999 Sundries L.S 13.52 1.78 24.07



DSR 0115 Coolie day 2.40 329.00 789.60

DSR 0114 Bhisti day 0.84 363.00 304.92

DSR 9999 Sundries L.S 22.36 1.78 39.80

DSR 0115 Coolie day 1.55 329.00 509.29

7,528.56

75.29

7,603.85

1,140.58

8,744.42

874.44

Extra for Brickwork in Square or rectangular pillars

MATERIAL:

LABOUR

Cost of 1 Cum

Providing half brick masonry with bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime putty:1

surkhi:1 coarse sand)


Total

Total

Add CPOH @ 15%

Total

Add CPOH @ 15%

Cost of 10 Sqm

Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse sand)


LABOUR

Details of cost for 10 sqm.

LABOUR

Cost of 1 Sqm

Cost of 1 Cum

MATERIAL:



Total

Add CPOH @ 15%

Total

Total


3/RA‐5


JANUARY 2016

5.8


DSR 6.9

Prevailing

Rate


designation 7.5No 494.00 4.50 2,223.00


sand)Cum 0.38 6,088.63 2,283.23


DSR 9999 Sundries L.S 2.73 1.78 4.86


0.40m thick



DSR 5.9.9.



to 6 m span.

Sqm 2.25 1,006.65 2,264.96




DSR 0115 Coolie day 2.75 329.00 904.09

DSR 0114 Bhisti day 0.24 363.00 87.12


8,917.86

Add Water Charges @ 1% except on formwork i.e on

(7702.75‐2264.96)66.53

8,984.39

Add CPOH @ 15% except on formwork i.e on (7723.88‐

2264.96)1,007.91

9,992.30

5.9


DSR 6.9 Details of cost for 1 Cum.


designation 7.51 538.00 4.50 2,421.00


sand)Cum 0.38 6,088.63 2,283.23


DSR 9999 Sundries L.S 2.73 1.78 4.86


0.40m thick



Area per cum = 20.37/9.05 = 2.25 sqm

DSR 5.9.9



to 6 m span.

Sqm 2.25 1,006.65 2,264.96



MATERIAL:

Brick work in plain arches including centering and shuttering complete for span up to 6 metres with

common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime : 1

surkhi: 1 coarse sand).

Brick work in gauged arches including centering and shuttering complete for span up to 6 metres with

common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime : 1

surkhi: 1 coarse sand).

LABOUR

Cost of 1 Cum

MATERIAL:

Total

Total


Area per cum = 20.37/9.05 = 2.25 sqm


4/RA‐5


JANUARY 2016



DSR 0115 Coolie day 5.30 329.00 1,745.02

DSR 0114 Bhisti day 0.24 363.00 87.12


10,569.78


(9228.47‐2264.96)83.05

10,652.82


2264.96)1,258.18

11,911.00

5.10


DSR 6.18


designation 10No 777.00 5.20 4,040.40

3.5 Lime mortar 1:2 (1 Lime putty:2 Coarse sand) Cum 0.60 6,326.13 3,795.68

DSR 2207 Carriage of brick tiles 1000 nos. 777.00 170.63 132.58

DSR 9999 Sundries L.S 4.55 1.78 8.10



DSR 0115 Coolie day 2.16 329.00 710.64

DSR 0114 Bhisti day 0.24 363.00 87.12

DSR 9999 Sundries L.S 33.80 1.78 60.16

DSR 0115 Coolie day 1.36 329.00 446.12

10,181.52

101.82

10,283.34

1,542.50

11,825.84

5.11


DSR 6.20


designation 101000 nos. 777.00 5.20 4,040.40

3.5 Lime mortar 1:2 (1 Lime putty: 2 Coarse sand) Cum 0.53 6,326.13 3,321.22


DSR 9999 Sundries L.S 5.46 1.78 9.72

DSR 5.9.9 Centering and Shuttering: Sqm 2.25 1,006.65 2,264.96




DSR 0115 Coolie day 3.85 329.00 1,267.31

DSR 0114 Bhisti day 0.24 363.00 87.12

LABOUR

Details of cost for 1 Cum.

Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in

superstructure in lime mortar 1:2 (1 lime putty : 2 coarse sand).


plain arch work in lime mortar 1:2 (1 lime : 2 coarse sand) including centering and shuttering complete

Cost of 1 Cum

Total


Total

Add CPOH @ 15%


MATERIAL:

Extra for lifting

Total

Total

Cost of 1 Cum

LABOUR

BRICK TILE WORK

MATERIAL:

LABOUR

5/RA‐5


JANUARY 2016

DSR 0115 Coolie day 1.36 329.00 446.12

12,393.61


(10311.21‐2264.96)101.29

12,494.90


2264.96)1,534.49

14,029.39

5.12


DSR 6.21


designation 101000 nos. 791.00 5.20 4,113.20

3.5 Lime mortar 1:2 (1 Lime putty: 2 Coarse sand) Cum 0.35 6,326.13 2,214.14


DSR 9999 Sundries L.S 5.46 1.78 9.72

DSR 5.9.9. Centering and Shuttering: Sqm 2.25 1,006.65 2,264.96




DSR 0115 Coolie day 6.40 329.00 2,104.28

DSR 0114 Bhisti day 0.24 363.00 87.12

DSR 0115 Coolie day 1.36 329.00 446.12

12,909.27


(11709.19‐2264.96)106.44

13,015.72


14,628.33

5.13


DSR 6.22


designation 10No 377.00 5.20 1,960.40

3.5 Lime mortar 1:2 (1 Lime putty: 2 Coarse sand) Cum 0.15 6,326.13 948.92


DSR 9999 Sundries & Scaffolding L.S 8.06 1.78 14.35



DSR 0115 Coolie day 2.26 329.00 742.22

DSR 0114 Bhisti day 0.40 363.00 143.75

DSR 0115 Coolie day 1.55 329.00 509.29

5,324.01

53.24

5,377.25

806.59

6,183.84

Total


plain arch work in lime mortar 1:2 (1 lime : 2 coarse sand) including centering and shuttering complete

Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile bricks of class

designation 10 in lime mortar 1:2 (1 lime : 2 coarse sand)

LABOUR

Extra for lifting

Total

Cost of 1 Cum


MATERIAL:

Cost of 1 Cum


MATERIAL:

LABOUR

Extra for lifting

Total

Total

Add CPOH @ 15%

Cost of 10 Sqm

Extra for lifting

Total

Total


6/RA‐5


JANUARY 2016

618.38

5.14


DSR 6.5

DSR 0037 Mobile Crane day 0.13 7000.00 875.00

Fuel Consumption per hour= 8 litre

DSR 1235 Diesel Oil litre 8.00 55.49 443.92

1318.92

13.19

1332.11

199.82

1531.93

289.04

5.15


DSR 6.14

DSR 0037 Mobile Crane day 0.13 7000.00 875.00

Fuel Consumption per hour= 8 litre

DSR 1235 Diesel Oil litre 8.00 55.49 443.92

1318.92

13.19

1332.11

199.82

1531.93

25.60

5.16

5.16.1


DSR 6.26.1



sand)Cum 0.25 6,088.63 1,522.16


DSR 9999Sundries including steel/wooden strips for making

groovesL.S 16.38 1.78 29.16

DSR 0114 Beldar day 0.75 329.00 246.75


DSR 0124 Mason (brick layer) 2 nd class day 0.53 399.00 209.475

DSR 0115 Coolie day 1.61 329.00 528.045

DSR 0101 Bhisti day 0.30 363.00 108.9

9,148.92

91.49

9,240.41

1386.06

10,626.47

5.16.2


DSR 6.26.1

Cost of 1 Sqm

Extra for brick work/tile brick masonry in superstructure above height 15m by mechanical means.

Details of cost for 5.3 cum

Total


Total

Add CPOH @ 15%

Cost of 5.3 cum

Cost of 1 cum

Extra for half brick masonry in superstructure above height 15m by mechanical means.

Details of cost for 59.83 cum

Total


Total

Add CPOH @ 15%

Cost of 59.83 cum

Cost of 1 cum

Exposed brick work in nanakshahi or lakhori bricks including making horizontal and vertical grooves

10mm wide 12mm deep complete in lime mortar in proportion similar to the existing traditional lime

mortar 1:1:1 (1 lime: 1 surkhi : 1 coarse sand)

From ground level upto plinth level


MATERIAL:

LABOUR:

Total


Total

Add CPOH @ 15%

Cost of 1 cum

From plinth level upto height 15m


7/RA‐5


JANUARY 2016



sand)Cum 0.25 6,088.63 1,522.16



groovesL.S 16.38 1.78 29.16

DSR 0114 Beldar day 0.75 329.00 246.75



DSR 0115 Coolie day 1.61 329.00 528.045

DSR 0101 Bhisti day 0.30 363.00 108.9

DSR 0115Coolie (Extra labour element required for lifting of

material upto height 15m)day 1.13 329.00 371.77

9,520.69

95.21

9,615.90

1442.38

11,058.28

5.17

5.17.1


DSR 6.26.1

Prevailing

Rate


designation 7.51 494.00 4.50 2,223.00


sand)Cum 0.38 6,088.63 2,283.23



groovesL.S 16.38 1.78 29.16

DSR 0114 Beldar day 0.75 329.00 246.75



DSR 0115 Coolie day 1.61 329.00 528.045

DSR 0101 Bhisti day 0.30 363.00 108.9

5,997.42

59.97

6,057.40

908.61

6,966.01

5.17.2


DSR 6.26.2

Prevailing

Rate


designation 7.51 494.00 4.50 2,223.00


sand)Cum 0.25 6,088.63 1,522.16


MATERIAL:

LABOUR:

Total


Total

Add CPOH @ 15%

Cost of 1 cum

Exposed brick work with bricks of class designation 7.5 including making horizontal and vertical grooves

10mm wide 12mm deep complete in lime mortar in proportion similar to the existing traditional lime

mortar 1:1:1 (1 lime: 1 surkhi : 1 coarse sand)

From ground level upto plinth level


MATERIAL:

LABOUR:

Total


Total

Add CPOH @ 15%

Cost of 1 cum

From plinth level upto height 15m


MATERIAL:

8/RA‐5


JANUARY 2016


groovesL.S 16.38 1.78 29.16

DSR 0114 Beldar day 0.75 329.00 246.75



DSR 0115 Coolie day 1.61 329.00 528.045

DSR 0101 Bhisti day 0.30 363.00 108.9

DSR 0115Coolie (Extra labour element required for lifting of

material upto height 15m)day 1.13 329.00 371.77

5,608.12

56.08

5,664.20

849.63

6,513.83

LABOUR:

Total


Total

Add CPOH @ 15%

Cost of 1 cum

9/RA‐5

6. STONE MASONRY


JANUARY 2016

6.1


DSR 7.1.1

DSR 1157 Stone for masonry work Cum 1.00 900.00 900.00

DSR 1154 Through and bond stone 100 nos. 7.00 1,300.00 91.00

DSR 2215

Carriage of Soling stone & masonry stone

7.00x24cmx24cmx39cm = 0.16 cum, 1.00cum. +

0.16 cum. = 1.16 cum

Cum 1.16 125.47 145.55

3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1

coarse sand)Cum 0.33 6,088.63 2,009.25

4.1.3 Lime concrete (1:3:6) Cum 0.08 10,244.62 768.35

DSR 0123 Mason (for plain stone work) First class day 1.28 435.00 558.54

DSR 0114 Beldar day 1.28 435.00 558.54

DSR 0115 Coolie day 0.85 329.00 280.31

DSR 0101 Bhisti day 0.11 363.00 39.20

DSR 9999 Sundries L.S 4.42 1.78 7.87

5,358.60

53.59Add water charges 1%

Random rubble masonry with hard stones in foundation and plinth including levelling with lime

concete (1 lime:3surkhi:6 coarse sand) with 20mm stone aggregate upto plinth level with lime

mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)

6.0 STONE MASONRY


MATERIAL:

LABOUR

Total

RANDOM RUBBLE MASONRY

5,412.18

811.83

6,224.01

6.2

DSR 7.1.2



DSR 2215



0.16 cum. = 1.16 cum

Cum 1.16 125.47 145.55


coarse sand)Cum 0.33 6,088.63 2,009.25

4.1.3 Lime concrete (1:3:6) Cum 0.08 10,244.62 768.35


DSR 0114 Beldar day 1.74 435.00 756.90

DSR 0115 Coolie day 0.85 329.00 280.31

DSR 0101 Bhisti day 0.11 363.00 39.20

DSR 0115 Coolie day 1.36 329.00 446.12

DSR 9999 Sundries L.S 15.21 1.78 27.07

6,163.23

Add CPOH @ 15%

Cost of 1 Cum

LABOUR


MATERIAL:

Random rubble masonry with hard stones in superstructure including levelling with lime

concete (1 lime:3surkhi:6coarse sand) with 20mm stone aggregate upto plinth level with lime

mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)

Total

Extra for lifting

Total

1/RA‐6


JANUARY 2016

61.63

6,224.86

933.73

7,158.59

6.3


DSR 7.1.1

DSR 1157 Stone for masonry work Cum 1.21 900.00 1,089.00


DSR 2215



0.16 cum. = 1.16 cum

Cum 1.37 125.47 171.89


coarse sand)Cum 0.30 6,088.63 1,826.59

DSR 0123 Mason (for plain stone work) First class day 2.54 435.00 1,106.64

DSR 0114 Beldar day 1.49 435.00 647.28

DSR 0115 Coolie day 0.85 329.00 280.31

DSR 0101 Bhisti day 0.11 363.00 39.20

MATERIAL:

LABOUR

Total

Add CPOH @ 15%

Cost of 1 Cum

Coursed rubble masonry in first sort with hard stones in foundation and plinth including

levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime: 1Surkhi:1course

sand)



COURSED RUBBLE MASONRY

DSR 9999 Sundries L.S 13.52 1.78 24.07

5,275.98

52.76

5,328.74

799.31

6,128.05

6.4

DSR 7.1.1



DSR 2215



0.16 cum. = 1.16 cum

Cum 1.26 125.47 158.09


coarse sand)Cum 0.30 6,088.63 1,826.59


DSR 0114 Beldar day 1.49 435.00 647.28

DSR 0115 Coolie day 0.85 329.00 280.31

DSR 0101 Bhisti day 0.11 363.00 39.20

DSR 9999 Sundries L.S 13.52 1.78 24.07

4,975.26

49.75

5,025.01

753.75

5,778.76

MATERIAL:

Total

Total



Add CPOH @ 15%

Cost of 1 Cum

Coursed rubble masonry in second sort with hard stones in foundation and plinth including

levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime:1 surkhi:1 coarse

sand)

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 1 Cum

2/RA‐6


JANUARY 2016

6.5

6.5.1

DSR 7.8.1

DSR 1157 Stone for masonry work Cum 1.21 900.00 1,089.00


DSR 2215



0.16 cum. = 1.16 cum

Cum 1.37 125.47 171.89


coarse sand)Cum 0.30 6,088.63 1,826.59

DSR 0123 Mason Brick I Class day 2.86 399.00 1,139.54

DSR 0114 Beldar day 1.91 435.00 829.98

DSR 0115 Coolie day 0.85 329.00 280.31

DSR 0101 Bhisti day 0.11 363.00 39.20

DSR 0115 Coolie day 1.36 329.00 446.12

DSR 9999 Sundries, Scaffolding L.S 37.70 1.78 67.11

5,980.75

59.81

6,040.55

906.08

6 946 64


Add CPOH @ 15%

C t f 1 C

Extra for lifting

MATERIAL:

Masonry work (first sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 Coarse sand)

Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth

level and upto two floor level

LABOUR

Total


Total

6,946.64

6.5.2

DSR 7.8.1



DSR 2215


7.00x24cmx24cmx39cm = 0.16 cum, 1 cum. +

0.16 cum. = 1.16 cum

Cum 1.16 125.47 145.55


coarse sand)Cum 0.30 6,088.63 1,826.59

DSR 0123 Mason (for plain stone work) First class day 2.42 435.00 1,054.44

DSR 0114 Beldar day 1.91 435.00 829.98

DSR 0115 Coolie day 0.85 329.00 280.31

DSR 0101 Bhisti day 0.11 363.00 39.20

DSR 0115 Coolie day 1.36 329.00 446.12

DSR 9999 Sundries, Scaffolding L.S 37.70 1.78 67.11

5,680.29

56.80

5,737.10

860.56

6,597.66

Extra for lifting

Cost of 1 Cum

Cost of 1 Cum



Total

Add CPOH @ 15%

LABOUR

Total

Masonry work (second sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 coarse sand)

MATERIAL:

3/RA‐6


JANUARY 2016

6.6

6.6.1

6.6.1.1

DSR 7.12.1.1

Finished work = 10 cudm.+Add wastage @ 33.3%

= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.

Total = 13.33 cudm

DSR 1160 Red sand stone block 10cudm 13.33 65.00 86.65

3.3Lime MortAr 1:1:1 (1 Lime:1 Surkhi:1 Coarse

Sand)Cudm 4.67 6.09 28.41

DSR 2216

Carriage of stone blocks white & red sand stone

& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =

30.659 kg = 0.031 t

tonne 0.03 94.80 2.94

Extra labour for lifting of materials 0.01x1.50 =

0.015

DSR 0115 Coolie day 0.02 329.00 4.94

LABOUR

Dressing charges

(f )

Details of cost for 10 cudm.

MATERIAL:

Stone work in plain ashlar masonry in superstructure upto 18m of height in lime mortar 1:1:1

(1 lime:1 surkhi:1 coarse sand) including pointing with lime mortar and an admixture of pigment


One Face dressed

Red Sand Stone

Red sand stone

ASHLAR MASONRY


DSR 0102 Blacksmith 1st Class day 0.01 435.00 2.61

DSR 0114 Beldar day 0.04 329.00 14.48

DSR 0115 Coolie day 0.02 329.00 7.24

DSR 0100 Bandhani day 0.04 363.00 15.97

Fixing charges

DSR 0125 Mason (for plain stone work) 2nd class day 0.05 417.00 22.02


DSR 0114 Beldar day 0.03 329.00 8.69

DSR 0115 Coolie day 0.03 329.00 8.69

DSR 0100 Bandhani day 0.03 363.00 9.58

DSR 0101 Bhisti day 0.03 363.00 9.58


268.05

2.68

270.73

40.61

311.34

31,133.76

6.6.1.2


DSR 7.12.1.2



Total = 13.33 cudm

DSR 1161 White sand stone block 10cudm 13.33 70.00 93.31

White Sand Stone

Cost of 0.01 Cum

Cost of 1 Cum

Total


Total

Add CPOH @ 15%


MATERIAL:

White sand stone

4/RA‐6


JANUARY 2016

3.3Lime Mortar 1:1:1 (1 Lime:1 Surkhi:1 Coarse

Sand)Cudm 4.67 6.09 28.41

DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94


0.015

DSR 0115 Coolie day 0.02 329.00 4.94



DSR 0114 Beldar day 0.04 329.00 14.48

DSR 0115 Coolie day 0.02 329.00 7.24

DSR 0100 Bandhani day 0.04 363.00 15.97



DSR 0114 Beldar day 0.03 329.00 8.69

DSR 0115 Coolie day 0.03 329.00 8.69

DSR 0100 Bandhani day 0.03 363.00 9.58

DSR 0101 Bhisti day 0.03 363.00 9.58


273.76

2 74

LABOUR

Dressing charges

Fixing charges

Total

Add water charges 1% 2.74

276.50

41.48

317.98

31,797.51

6.6.2

6.6.2.1


DSR 7.12.1.1



Total = 13.33 cudm



Sand)Cudm 4.67 6.09 28.41

DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94


0.015

DSR 0115 Coolie day 0.02 329.00 4.94

LABOUR



DSR 0114 Beldar day 0.88 329.00 289.52

DSR 0115 Coolie day 0.04 329.00 14.48

Add CPOH @ 15%


Total

MATERIAL:

Cost of 0.01 Cum

Cost of 1 Cum

Dressing charges

Red sand stone


Both Face dressed

Red Sand Stone

5/RA‐6


JANUARY 2016

DSR 0100 Bandhani day 0.09 363.00 31.94



DSR 0114 Beldar day 0.03 329.00 8.69

DSR 0115 Coolie day 0.03 329.00 8.69

DSR 0100 Bandhani day 0.03 363.00 9.58

DSR 0101 Bhisti day 0.03 363.00 9.58


835.92

8.36

844.28

126.64

970.92

97,092.28

6.6.2.2


DSR 7.12.1.2



Total = 13.33 cudm


Lime Mortar 1:1:1 (1 Lime:1 Surkhi:1 Coarse

Cost of 1 Cum

Cost of 0.01 Cum

Add CPOH @ 15%


Total

Fixing charges

Total


MATERIAL:

White sand stone

White Sand Stone


Sand)Cudm 4.67 6.09 28.41

DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94


0.015

DSR 0115 Coolie day 0.02 329.00 4.94



DSR 0114 Beldar day 0.09 329.00 28.95

DSR 0115 Coolie day 0.04 329.00 14.48

DSR 0100 Bandhani day 0.09 363.00 31.94

Fixing charges



DSR 0114 Beldar day 0.03 329.00 8.69

DSR 0115 Coolie day 0.03 329.00 8.69

DSR 0100 Bandhani day 0.03 363.00 9.58

DSR 0101 Bhisti day 0.03 363.00 9.58


558.58

5.59

564.16

84.62

648.79

64,878.52Cost of 1 Cum

Cost of 0.01 Cum

Total

LABOUR

Dressing charges


Total

Add CPOH @ 15%

6/RA‐6


JANUARY 2016

6.7

6.7.1

6.7.1.1




Total = 13.33 cudm


3.5Lime Mortar 1:2 (1 Lime:2 coarse Sand) for

laying & pointingCudm 8.00 6.33 50.60

DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.04 329.00 14.48

DSR 0115 Coolie day 0.02 329.00 7.24

DSR 0100 Bandhani day 0.04 363.00 15.97

Red Sand Stone

MATERIAL:

Red sand stone

Stone work plain ashlar in arches in super structure in lime mortar 1:2 (1 lime : 2 coarse sand)

including centring, shuttering and pointing with lime mortar and an admixture of pigment

matching the stone shade

One Face dressed

Dressing charges

Fixing charges

LABOUR



DSR 0114 Beldar day 0.03 329.00 8.69

DSR 0115 Coolie day 0.03 329.00 8.69

DSR 0100 Bandhani day 0.03 363.00 9.58

DSR 0101 Bhisti day 0.03 363.00 9.58


DSR 9999 Centring and shuttering L.S 13.52 1.78 24.07


0.015

Coolie day 0.02 329.00 4.94

313.35

3.13

316.49

47.47

363.96

36,395.95

6.7.1.2

DSR 7.12.1.2



Total = 13.33 cudm


3.5Lime Mortar 1:2 (1 Lime:2 coarse Sand) for


g g

White Sand Stone

Cost of 1 Cum

Cost of 0.01 Cum

DSR 0115

Total


Total

Add CPOH @ 15%


MATERIAL:

White sand stone

7/RA‐6


JANUARY 2016

DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.04 329.00 14.48

DSR 0115 Coolie day 0.02 329.00 7.24

DSR 0100 Bandhani day 0.04 363.00 15.97



DSR 0114 Beldar day 0.03 329.00 8.69

DSR 0115 Coolie day 0.03 329.00 8.69

DSR 0100 Bandhani day 0.03 363.00 9.58

DSR 0101 Bhisti day 0.03 363.00 9.58




0.015

Coolie day 0.02 329.00 4.94

320.02

3.20

323.22

48 48

LABOUR

Dressing charges

Fixing charges

DSR 0115

Total


Total

Add CPOH @ 15% 48.48

371.70

37,170.08

6.7.2

6.7.2.1

DSR 7.12.1.1



Total = 13.33 cudm


3.5Lime Mortar 1:2 (1 Lime: 2 coarse Sand) for


DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.09 329.00 28.95

DSR 0115 Coolie day 0.04 329.00 14.48

DSR 0100 Bandhani day 0.09 363.00 31.94



DSR 0114 Beldar day 0.03 329.00 8.69

DSR 0115 Coolie day 0.03 329.00 8.69

Fixing charges

MATERIAL:

LABOUR

Cost of 1 Cum

Dressing charges

Both Faces dressed

Red Sand Stone

Add CPOH @ 15%

Cost of 0.01 Cum


Red sand stone

8/RA‐6


JANUARY 2016

DSR 0100 Bandhani day 0.03 363.00 9.58

DSR 0101 Bhisti day 0.03 363.00 9.58




0.015

Coolie day 0.02 329.00 4.94

388.42

3.88

392.30

58.85

451.15

45,114.72

6.7.2.2

DSR 7.12.1.2



Total = 13.33 cudm




DSR 2216


& k l b @ 2 30k / d 13 33 2 30 0 03 94 80 2 94

DSR 0115

Total

White Sand Stone


Total

Add CPOH @ 15%

Cost of 0.01 Cum

Cost of 1 Cum


MATERIAL:

White sand stone

DSR 2216 & kota stone slab @ 2.30kg/cudm = 13.33x2.30 =

30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.09 329.00 28.95

DSR 0115 Coolie day 0.04 329.00 14.48

DSR 0100 Bandhani day 0.09 363.00 31.94



DSR 0114 Beldar day 0.03 329.00 8.69

DSR 0115 Coolie day 0.03 329.00 8.69

DSR 0100 Bandhani day 0.03 363.00 9.58

DSR 0101 Bhisti day 0.03 363.00 9.58




0.015

Coolie day 0.02 329.00 4.94

397.72

3.98

401.70

60.26

461.96

46,195.64

LABOUR

Fixing charges

DSR 0115

Total

Dressing charges


Total

Add CPOH @ 15%

Cost of 0.01 Cum

Cost of 1 Cum

9/RA‐6


JANUARY 2016

6.8

6.8.1

6.8.1.1

DSR 7.14.1.1



Total = 13.33 cudm




DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.04 329.00 14.48

DSR 0115 Coolie day 0.02 329.00 7.24

DSR 0100 Bandhani day 0.04 363.00 15.97

DSR 0125 Mason (for plain stone work) 2nd class day 0 05 399 00 21 07

Fixing charges

Red Sand Stone

Stone work plain ashlar in domes in lime mortar 1:2 (1 lime : 2 coarse sand) including centring,

shuttering and pointing with lime mortar and an admixture of pigment matching the stone

shade.One Face dressed


MATERIAL:

Red sand stone

LABOUR

Dressing charges



DSR 0114 Beldar day 0.03 329.00 8.69

DSR 0115 Coolie day 0.03 329.00 8.69

DSR 0100 Bandhani day 0.03 363.00 9.58

DSR 0101 Bhisti day 0.03 363.00 9.58




0.015

Coolie day 0.02 329.00 4.94

463.13

4.63

467.77

70.16

537.93

53,793.05

6.8.1.2

DSR 7.12.1.2



Total = 13.33 cudm




DSR 0115

Total


Total

Add CPOH @ 15%

Cost of 0.01 Cum

Cost of 1 Cum

Details of cost for 10 cudm or 0.01 cum

MATERIAL:

White sand stone

White Sand Stone

10/RA‐6


JANUARY 2016

DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0114 Beldar day 0.04 329.00 14.48

DSR 0115 Coolie day 0.02 329.00 7.24

DSR 0100 Bandhani day 0.04 363.00 15.97



DSR 0114 Beldar day 0.03 329.00 8.69

DSR 0115 Coolie day 0.03 329.00 8.69

DSR 0100 Bandhani day 0.03 363.00 9.58

DSR 0101 Bhisti day 0.03 363.00 9.58




0.015

Coolie day 0.02 329.00 4.94

469.80Total

LABOUR

Dressing charges

Fixing charges

DSR 0115

4.70

474.50

71.17

545.67

54,567.19

6.8.2

6.8.2.1

DSR 7.12.1.1



Total = 13.33 cudm




DSR 2216



30.659 kg = 0.031 t

tonne 0.03 94.80 2.94



DSR 0126 Mason (for ornamental stone work) 1 st class day 0.35 435.00 153.12

DSR 0114 Beldar day 0.09 329.00 28.95

DSR 0115 Coolie day 0.04 329.00 14.48

DSR 0100 Bandhani day 0.09 363.00 31.94

Cost of 1 Cum

Both Faces dressed

Dressing charges

Fixing charges


Total

Add CPOH @ 15%

Cost of 0.01 Cum

LABOUR


Red Sand Stone

MATERIAL:

Red sand stone

11/RA‐6


JANUARY 2016



DSR 0114 Beldar day 0.03 329.00 8.69

DSR 0115 Coolie day 0.03 329.00 8.69

DSR 0100 Bandhani day 0.03 363.00 9.58

DSR 0101 Bhisti day 0.03 363.00 9.58




0.015

DSR 0115 Coolie day 0.02 329.00 4.94

656.55

6.57

663.12

99.47

762.58

76,258.32

6.8.2.2

DSR 7.12.1.2



Total = 13.33 cudm

DSR 1161 White sand stone block 10cudm 13 33 70 00 93 31

Total

MATERIAL:

White sand stone


Total

Add CPOH @ 15%

Cost of 0.01 Cum

Cost of 1 Cum


White Sand Stone






30.659 kg = 0.031 t

tonne 0.03 94.80 2.94




DSR 0114 Beldar day 0.09 329.00 28.95

DSR 0115 Coolie day 0.04 329.00 14.48

DSR 0100 Bandhani day 0.09 363.00 31.94



DSR 0114 Beldar day 0.03 329.00 8.69

DSR 0115 Coolie day 0.03 329.00 8.69

DSR 0100 Bandhani day 0.03 363.00 9.58

DSR 0101 Bhisti day 0.03 363.00 9.58




0.015

Coolie day 0.02 329.00 4.94

663.22

6.63

669.85

DSR 0115

Total


Total

LABOUR

Dressing charges

Fixing charges

12/RA‐6


JANUARY 2016

100.48

770.32

77,032.46

6.9

DSR 7.12.1.2

Details of cost for 10 cudm or 0.01 cum above

15m height

Labour required for lifting of material (above

15m height) or part thereof Extra labour for

lifting of materials above 15m height

(0.01 x 2.00 = 0.020)

Beldar day 0.02 329.00 6.58

TOTAL 6.58

0.07

6.65

1.00

7.64

764.27

6.10

DSR 7.12.2.1

MATERIAL:

Lime stone


Lime Stone work in plain ashlar masonry in superstructure in lime mortar 1:1:1 (1 lime:1

surkhi:1 coarse sand) including pointing with lime mortar and an admixture of pigment


Cost of 1 Cum

Add CPOH @ 15%

Cost of 0.01 Cum

Extra for stone work, random rubble/coursed rubble masonry/ashlar masonry above height


Total

Add CPOH @ 15%

Cost of 0.01 Cum

Cost of 1 Cum

Finished work = 0.01.+Add wastage @ 33.3% =

3.33 cudm Add wastage @ 33.3% =0.133 cudm.

Total = 13.33 cudm

M Rate

Lime sand stone block

Lime Stone Block 380mmx230mmx180 mm

Cost of 0.0157 Cum=Rs 34.00

Cost of 15.7 Cudm=Rs 34.00

Cost of 10 Cudm=Rs 21.65

10 cudm 13.330 21.96 29.28


Sand)Cudm 4.666 6.09 28.41

DSR 2216



30.659 kg = 0.031 t

tonne 0.031 94.80 2.94


0.015

DSR 0115 Coolie day 0.015 329.00 4.94



DSR 0114 Beldar day 0.088 329.00 28.95

DSR 0115 Coolie day 0.044 329.00 14.48

DSR 0100 Bandhani day 0.088 363.00 31.94



DSR 0114 Beldar day 0.033 329.00 10.86

DSR 0115 Coolie day 0.033 329.00 10.86

DSR 0100 Bandhani day 0.033 363.00 11.98

Lime stone

LABOUR

Dressing charges

Fixing charges

13/RA‐6


JANUARY 2016

DSR 0101 Bhisti day 0.033 363.00 11.98


303.49

3.03

306.53

45.98

352.50

35,250.42

6.11


DSR 11.28.1



DSR 2215 Carriage LS 1.37 125.47 171.89

3.5 Lime mortar 1:2(1 Lime:2 Coarse sand) 0.30 6,326.13 1,897.84


DSR 0100 Bandhani day 1.91 363.00 692.60

DSR 0115 Coolie day 0.85 329.00 280.31

DSR 0101 Bhisti day 0.11 363.00 39.20

DSR 9999 Sundries LS 3.00 1.78 5.34

4,913.05

49 13

Stone consolidation‐removing the loose/damaged stone and reconsolidating with new

stone/reusable stone with lime mortar(1:2) wherever necessary

Details of cost for 1cum

Material

LABOUR

Total

Add h 1%

Add CPOH @ 15%

Cost of 0.01 Cum

Cost of 1 Cum

Total

Total


49.13

4,962.18

744.33

5,706.50

Total

Add CPOH @ 15%

Cost of 1 Cum


14/RA‐6

7. FLOORING


JANUARY 2016

7.1

7.1.1


DSR 11.23.1

18mm thick marble slab = 10.00sqm. Add for

wastage 15% = 1.50sqm. Total = 11.50sqm

DSR 6001White marble slab Makrana second quality plain

veined 18 mm thickSqm 11.50 2,000.00 23,000.00

3.3Base lime mortar of 20mm thick

1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.22 6,088.63 1,363.85

3.3Joint lime mortar of 20mm thick

1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.06 6,088.63 340.96

DSR 9999 Carriage of marble slab LS 26.91 1.78 47.90

DSR 0123 Mason (brick layer) 1st class day 1.44 435.00 626.40

DSR 0114 Beldar day 1.20 329.00 394.80

DSR 0115 Coolie day 1.20 329.00 394.80

DSR 0139 Skilled Beldar (for floor rubbing etc.) day 5.00 363.00 1,815.00

DSR 0013 Machine for rubbing of floors day 4.00 350.00 1,400.00

Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by

conservation architect, over 20 mm (average) thick base of lime mortar 1:1:1 (1 lime :1 surkhi:1

coarse sand) laid and jointed , including rubbing and polishing complete with

Makrana white second quality

7.0 FLOORING

Details of cost for 10 sqm

MATERIAL:

LABOUR ( for finishing, polishing and fixing)

DSR 9999 Sundries including carriage of lime etc LS 134.55 1.78 239.50

29,623.21

296.23

29,919.45

4,487.92

34,407.36

3,440.74

7.1.2

DSR 11.23.2



DSR 7071White marble Raj Nagar plain 18 mm thick upto

0.50 sqm areaSqm 11.50 800.00 9,200.00







DSR 0114 Beldar day 1.20 329.00 394.80

DSR 0115 Coolie day 1.20 329.00 394.80




15,823.21

158.23

Raj Nagar Plain

Total


Total

Add CPOH @ 15%


Cost of 10 Sqm

Cost of 1 Sqm


MATERIAL:

Total


1/RA‐7


JANUARY 2016

15,981.45

2,397.22

18,378.66

1,837.87

7.1.3

DSR 11.23.3



DSR 7850 Agaria White marble slab plain 18 mm thick Sqm 11.50 1,100.00 12,650.00







DSR 0114 Beldar day 1.20 329.00 394.80

DSR 0115 Coolie day 1.20 329.00 394.80




19,221.37

192.21

Agaria White

Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm


MATERIAL:


Total


19,413.59

2,912.04

22,325.63

2,232.56

7.1.4

DSR 11.23.4



DSR 6019 Black Zebra marble slab plain 18 mm thick Sqm 11.50 500.00 5,750.00







DSR 0114 Beldar day 1.20 329.00 394.80

DSR 0115 Coolie day 1.20 329.00 394.80




12,373.21

123.73

12,496.95

1,874.54

14,371.49

1,437.15

Black Zebra

g

Total

Add CPOH @ 15%

Cost of 10 Sqm


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Cost of 1 Sqm


MATERIAL:


Total

2/RA‐7


JANUARY 2016

7.1.5

DSR 11.23.5



DSR 6010 Udaypur green marble slab plain 18 mm thick Sqm 11.50 800.00 9,200.00








DSR 0114 Beldar day 1.20 329.00 394.80

DSR 0115 Coolie day 1.20 329.00 394.80




Total 15,823.21


Total 15,981.45

Add CPOH @ 15% 2,397.22

Cost of 10 Sqm 18,378.66

Udaipur Green Marble


MATERIAL:

q ,

Cost of 1 Sqm 1,837.87

7.1.6

DSR 11.23.6



DSR 6007 Pink marble slab plain 18 mm thick Sqm 11.50 800.00 9,200.00







DSR 0114 Beldar day 1.20 329.00 394.80

DSR 0115 Coolie day 1.20 329.00 394.80




15,823.21

158.23

15,981.45

2,397.22

18,378.66

1,837.87

Pink Plain Marble


MATERIAL:

Cost of 1 Sqm


Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

3/RA‐7


JANUARY 2016

7.2

7.2.1

DSR 11.26

DSR 1168Kota stone slab 20 mm to 25 mm thick (semi‐

polished) including 15% wastageSqm 11.50 300.00 3,450.00



3.3Pointing lime mortar of 20mm thick


DSR 0874 Black colour dark shade pigment Kg 4.50 55.00 247.50

DSR 2216Carriage of stone blocks white & red sand stone

& kota stone slabTonne 0.67 94.80 63.52


DSR 0114 Beldar day 1.20 329.00 394.80

DSR 0115 Coolie day 1.20 329.00 394.80




10,415.46

104.15

10,519.62

1 577 94

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with lime slurry

mixed with pigment to match the shade of the slab, including rubbing and polishing complete with

base of lime mortar 1 : 1:1 (1 lime :1surkhi:1 coarse sand)

25mm thick

Total


MATERIAL:


Total


Add CPOH@ 15% 1,577.94

12,097.56

1,209.76

7.3

DSR 11.27

DSR 1168Kota stone slab 20 mm to 25 mm thick (semi‐

polished) including 15% wastageSqm 11.50 300.00 3,450.00





DSR 0874 Black colour dark shade pigment Kg 4.50 55.00 247.50

DSR 2216Carriage of stone blocks white & red sand stone

& kota stone slabTonne 0.67 94.80 63.52

DSR 0124 Mason (brick layer) 2nd class day 3.60 399.00 1,436.40

DSR 0114 Beldar day 3.60 329.00 1,184.40

DSR 0115 Coolie day 1.20 329.00 394.80



11,333.90

113.34

11,447.23

1,717.09

13,164.32

1,316.43

Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average)

thick lime mortar 1:1:1 (1 lime: 1surkhi:1coarse sand) and jointed with lime slurry mixed with

pigment to match the shade of the slabs, including rubbing and polishing complete.

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm


MATERIAL:


4/RA‐7


JANUARY 2016

7.4

DSR 11.23.1

20mm laterite stone = 10.00sqm. Add for


M Rate Laterite stone Sqm 11.50 1,050.00 12,075.00

3.5Base lime mortar of 20mm thick 1:2(1lime:2

coarse sand)Cum 0.22 6,326.13 1,417.05

3.5Joint lime mortar of 20mm thick 1:2(1lime:2

coarse sand)Cum 0.06 6,326.13 354.26

DSR 9999 Carriage of stone LS 26.91 1.78 47.90

DSR 0124 Mason (brick layer) 2nd class day 3.60 399.00 1,436.40

DSR 0114 Beldar day 3.60 329.00 1,184.40

DSR 0115 Coolie day 1.20 329.00 394.80


DSR 9999 Sundries LS 174.98 1.78 311.46

19,762.28

197.62

19,959.90

2,993.99

22,953.89

Laterite stone flooring with 19 mm thick Laterite stone as per sample of Laterite approved by

Engineer‐in‐Charge, over 20 mm (average) thick base of lime mortar 1:2 (1 lime : 2 coarse sand)

laid and jointed withlime slurry including rubbing and polishing complete


MATERIAL:


Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

2,295.39

7.5

7.5.1

DSR 11.28.1

DSR 1164 Red sand stone slab 40 mm thick (Undressed) Sqm 11.00 180.00 1,980.00

DSR 9999 Carriage LS 34.06 1.78 60.63

Lime mortar 1:2 (1 Lime: 2 Coarse sand)

i. For bedding 0.22

ii. For Joining 0.03

3.5 Lime mortar 1:2 (1 Lime: 2 Coarse sand) 0.25 6,326.13 1,581.53

Red Sand stone

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:2 (1

lime: 2 coarse sand) with joints finished flush.

MATERIAL:

LABOUR

Cost of 1 Sqm


Finished work = 10sqm

Add wastage 10% =1.00sqm

Total = 11.00 sqm

5/RA‐7


JANUARY 2016


DSR 0100 Bandhani day 1.32 363.00 479.16

DSR 0115 Coolie day 0.66 329.00 217.14

DSR 0114 Bhisti day 0.32 363.00 117.61

DSR 9999 Sundries LS 10.79 1.78 19.21

6,073.48

60.73

6,134.21

920.13

7,054.34

705.43

7.5.2

DSR 11.28.2

DSR 1165 White sand stone slab 40 mm thick (Indressed) Sqm 11.00 200.00 2,200.00

DSR 9999 Carriage LS 34.06 1.78 60.63


i. For bedding 0.22




Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

White Sand stone



Total = 11.00 sqm


MATERIAL:

Total


Total

LABOUR

y ,

DSR 0100 Bandhani day 1.32 363.00 479.16

DSR 0115 Coolie day 0.66 329.00 217.14

DSR 0114 Bhisti day 0.32 363.00 117.61

DSR 9999 Sundries LS 10.79 1.78 19.21

6,293.48

62.93

6,356.41

953.46

7,309.87

730.99

7.6

7.6.1

DSR 11.29.1


DSR 9999 Carriage LS 34.06 1.78 60.63


i. For bedding 0.22


iii. For Pointing 0.02


Red Sand stone

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm


MATERIAL:



Total = 11.00 sqm

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:2 (1

lime: 2 coarse sand), including pointing with lime mortar 1:2 (1 lime : 2 coarse sand) with an

admixture of pigment to match the shade of stone.

6/RA‐7


JANUARY 2016


DSR 0100 Bandhani day 1.32 363.00 479.16

DSR 0115 Coolie day 1.68 329.00 552.72

DSR 0114 Bhisti day 0.66 363.00 239.58

DSR 9999 Sundries LS 26.91 1.78 47.90

7,122.82

71.23

7,194.05

1,079.11

8,273.15

827.32

7.6.2

DSR 1165 white sand stone slab 40 mm thick (Indressed) Sqm 11.00 200.00 2,200.00

DSR 9999 Carriage LS 34.06 1.78 60.63


i. For bedding 0.22




Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

LABOUR

White Sand stone


MATERIAL:



Total = 11.00 sqm

( ) , ,


DSR 0100 Bandhani day 1.32 363.00 479.16

DSR 0115 Coolie day 1.68 329.00 552.72

DSR 0114 Bhisti day 0.66 363.00 239.58

DSR 9999 Sundries LS 26.91 1.78 47.90

7,342.82

73.43

7,416.25

1,112.44

8,528.68

852.87

7.7

7.7.1

DSR 11.28.1


DSR 9999 Carriage LS 34.06 1.78 60.63

Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse

sand)

i. For bedding 0.22


3.3Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse

sand)0.25 6,088.63 1,522.16

Red Sand stone

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:1:1 (1

lime: 1 surkhi:1coarse sand) with joints finished flush.

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm


MATERIAL:



Total = 11.00 sqm

7/RA‐7


JANUARY 2016


DSR 0100 Bandhani day 1.32 363.00 479.16

DSR 0115 Coolie day 0.66 329.00 217.14

DSR 0114 Bhisti day 0.32 363.00 117.61

DSR 9999 Sundries LS 10.79 1.78 19.21

6,014.10

60.14

6,074.24

911.14

6,985.38

698.54

7.7.2

DSR 11.28.1


DSR 9999 Carriage LS 34.06 1.78 60.63

Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse

sand)

i. For bedding 0.22


3 3Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse

0 25 6 088 63 1 522 16


Total

Add CPOH @ 15%

LABOUR

Cost of 10 Sqm

Cost of 1 Sqm

White Sand stone


MATERIAL:



Total

Total = 11.00 sqm

3.3(

sand)0.25 6,088.63 1,522.16


DSR 0100 Bandhani day 1.32 363.00 479.16

DSR 0115 Coolie day 0.66 329.00 217.14

DSR 0114 Bhisti day 0.32 363.00 117.61

DSR 9999 Sundries LS 10.79 1.78 19.21

6,234.10

62.34

6,296.44

944.47

7,240.91

724.09

7.8

7.8.1

DSR 11.30.1

DSR 1164 Red sand stone slab 40 mm thick (Indressed) Sqm 11.00 180.00 1,980.00

DSR 9999 Carriage LS 34.06 1.78 60.63


i. For bedding 0.22


Red Sand stone

MATERIAL:



Total = 11.00 sqm

40 mm thick rubbed stone flooring over 20 mm (average) thick base of lime mortar 1:2 (1 lime : 2

coarse sand) with joints 3 mm thick, side buttered with lime mortar 1:2 (1 lime : 2 coarse sand)

admixed with pigment to match the shade of stone and pointing with same mortar

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm


LABOUR

8/RA‐7


JANUARY 2016




DSR 0100 Bandhani day 1.32 363.00 479.16

DSR 0115 Coolie day 1.68 329.00 552.72

DSR 0114 Bhisti day 0.66 363.00 239.58

DSR 9999 Sundries LS 26.91 1.78 47.90

DSR 0139 Skilled Beldar (for floor rubbing etc.) day 0.62 363.00 224.33

DSR 0013 Machine for rubbing of floors day 0.99 350.00 345.80

7,692.95

76.93

7,769.88

1,165.48

8,935.36

893.54

7.8.2

DSR 11.30.2


DSR 9999 Carriage LS 34.06 1.78 60.63


White Sand stone




MATERIAL:


Total = 11.00 sqm

Total

LABOUR

Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

( )

i. For bedding 0.22





DSR 0100 Bandhani day 1.32 363.00 479.16

DSR 0115 Coolie day 1.68 329.00 552.72

DSR 0114 Bhisti day 0.66 363.00 239.58

DSR 9999 Sundries LS 26.91 1.78 47.90

DSR 0139 Skilled Beldar (for floor rubbing etc.) day 0.62 363.00 224.33

DSR 0013 Machine for rubbing of floors day 0.99 350.00 345.80

7,912.95

79.13

7,992.08

1,198.81

9,190.89

919.09

7.9

DSR 11.3.1

DSR 0295Stone Aggregate (Single size) : 20 mm nominal

sizeCum 0.27 1,175.00 313.73


40mm thick red oxide flooring under layer 0f 30mm thick cement concrete 1:2:4(1cement:2 coarse

sand: 4 graded stone aggregate 12.5 mm nominal size) and top layer of 10mm thick plaster of

cement red oxide mix( using 3.5 kg of red oxide of iron per 50 kg of cement) 1:3 (1 cement : 3

coarse sand) finished with a floating coat of neat cement red oxide mix of same proportion

including cement slurry, rounding off egdes, strips, etc but excluding the cost of nosing of steps.

complete

Total


Total

Cost of 1 Sqm

Cost of 10 Sqm

Add CPOH @ 15%

LABOUR

MATERIAL:

9/RA‐7


JANUARY 2016

DSR 0297Stone Aggregate (Single size) : 20 mm nominal

sizeCum 0.09 1,175.00 104.58

DSR 2202Carriage of stone aggregate below 40 mm

nominal sizeCum 0.36 106.64 37.96

DSR 0982 Coarse sand (zone III) Cum 0.18 1,200.00 213.60

DSR 2203 Carriage of coarse sand Cum 0.18 106.64 18.98

DSR 0367 Portland Cement tonne 0.17 6,300.00 1,071.00


DSR 0875 Red oxide Kg 15.00 75.00 1,125.00

DSR 0123 Mason 1st class day 1.40 435.00 609.00

DSR 0114 Beldar day 2.45 329.00 806.05

DSR 0101 Bhisti day 1.82 363.00 660.66

DSR 0127Driver (for Road Roller, Concrete Mixer Truck

etc.)day 0.05 435.00 22.84

DSR 0002Hire charges of Concrete Mixer 0.25 to 0.40

cum with Hopperday 0.03 800.00 24.00

DSR 9999 Sundries LS 40.43 1.78 71.97

5,095.47

50.95

5,146.43

771.96

5,918.39

591.84

7.10


Total

Add CPOH @ 15%

Red oxide plastering (up to 30cm height) with cement mortar 1:3( 1 cement : 3 coarse sand)

finished with a floating coat of neat cement including rounding of junctions with floor

Cost of 10 Sqm

Cost of 1 Sqm

LABOUR

Total

DSR 11.6.1 Details of cost for 10 sqm

DSR 3.8Cement mortar 1:3 = 0.205 cum+Add for

rounding corners = 0.030 cum = 0.235Cum 0.24 4,347.70 1,021.71

DSR 0367 Portland Cement tonne 0.02 6,300.00 126.00


DSR 0875 Red oxide Kg 22.00 75.00 1,650.00

DSR 0123 Mason 1st class day 3.29 435.00 1,431.15

DSR 0115 Coolie day 3.29 329.00 1,082.41

DSR 0101 Bhisti day 0.95 363.00 343.04

DSR 9999 Sundries LS 19.76 1.78 35.17

5,691.37

56.91

5,748.29

862.24

6,610.53

661.05

7.11

DSR 11.3.1

4.4 Lime Concrete Sqm 1.20 823.57 988.29

3.5 Lime Mortar 1:2 (1 Lime: 2 Coarse sand) Cum 0.01 6,326.13 75.91

3.6 Lime Mortar 1:2 (1 Lime: 2 Fine sand) Cum 0.01 7,745.50 92.95


Cost of 10 Sqm

Cost of 1 Sqm

MATERIAL:

Laying lime flooring‐Providing and laying lime concrete(1 lime:2 Coarse Sand) up to 100mm

thickness tamping and compacting properly which is follwed by laying of Lime mortar 1:2 (1 lime:

2 Fine Sand) up to a thickness of 20mm.Rework to be done till the desired smoothness on the

surface

LABOUR

Total


Total

finished with a floating coat of neat cement including rounding of junctions with floor.

MATERIAL:

Add CPOH @ 15%

10/RA‐7


JANUARY 2016


DSR 0115 Coolie day 0.15 329.00 49.35

DSR 0101 Bhisti day 0.74 363.00 269.53

DSR 9999 Sundries LS 19.76 1.78 35.17

1,690.63

16.91

1,707.54

256.13

1,963.67

7.12

DSR 11.29.1

M Rate Heritage Floor tiles Sqm 11.00 2,044.40 22,488.40

DSR 9999 Carriage LS 34.06 1.78 60.63

3.5 Lime mortar 1:2 (1 Lime:2 Coarse sand)

i. For bedding 0.22


3.5 Lime mortar 1:2 (1 Lime:2 Coarse sand) 0.25 6,326.13 1,581.53


DSR 0100 Bandhani day 1.32 363.00 479.16

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

LABOUR

Heritage floor tiles over 20 mm (average) thick base of lime mortar 1:2 (1 lime: 2 coarse sand)

with joints finished flush.Details of cost for 10 sqm

MATERIAL:



Total = 11.00 sqm

DSR 0115 Coolie day 1.68 329.00 552.72

DSR 0114 Bhisti day 0.66 363.00 239.58

DSR 9999 Sundries LS 26.91 1.78 47.90

27,485.72

274.86

27,760.58

4,164.09

31,924.66

3,192.47

7.13

DSR 11.29.1

M Rate Heritage Floor tiles Sqm 11.00 1,614.00 17,754.00

DSR 9999 Carriage LS 34.06 1.78 60.63


i. For bedding 0.22




DSR 0100 Bandhani day 1.43 328.00 469.04

DSR 0115 Coolie day 1.43 297.00 424.71

DSR 0114 Bhisti day 1.43 328.00 469.04

DSR 9999 Sundries LS 1.43 1.70 2.43

22,753.89

227.54

Cost of 10 Sqm

Cost of 1 Sqm

Total


Total

Add CPOH @ 15%

LABOUR

Heritage Skirting tiles over 20 mm (average) thick base of lime mortar 1:2 (1 lime: 2 coarse sand)

with joints finished flush.


MATERIAL:



Total = 11.00 sqm

Total


11/RA‐7


JANUARY 2016

22,981.43

3,447.21

26,428.64

2,642.86

7.14

DSR 11.1.1

DSR 2602Common burnt clay F.P.S. (non modular) brick

class designation 7.5

1000

Nos565.00 4,500.00 2,542.50

DSR 2201 Carriage of bricks1000

Nos565.00 284.39 160.68

3.3 Base lime mortar 1:1:1 cum 0.43 6,088.63 2,642.46


DSR 0114 Beldar day 0.30 329.00 98.70

DSR 0115 Coolie day 1.94 329.00 639.58

DSR 0101 Bhisti day 0.32 363.00 117.61

6,718.64

67.19

6,785.82

1,017.87

7,803.70

780.37

Cost of 1 Sqm

Total

Add CPOH @ 15%

Cost of 10 Sqm

Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm lime mortar 1:1:1 (1

lime: 1 surkhi: 1 coarse sand), including filling the joints with same mortar, with common burnt

clay non modular bricks:


MATERIAL:

LABOUR

Total


7.15

DSR 11.26

DSR 1168Rajula stone slab 70 mm thick including 15%

wastageSqm 11.50 80.00 920.00





DSR 0874 Matching shade pigment Kg 4.50 55.00 247.50

DSR 2216 Carriage of stone blocks Tonne 0.67 94.80 63.52


DSR 0114 Beldar day 1.20 329.00 394.80

DSR 0115 Coolie day 1.20 329.00 394.80




8,499.20

84.99

8,584.19

1,287.63

9,871.82

987.18


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

70mm thk Rajula stone (lime stone) slab flooring over 20 mm (average) thick base laid over and

jointed with lime slurry mixed with pigment to match the shade of the slab, including rubbing and

polishing complete with base of lime mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand)


MATERIAL:


Total

12/RA‐7

8. ROOFING


JANUARY 2016

8.1

Code Description Unit Quantity Rate in RsAmount in

Rs

DSR 12.20 Detail of cost for 10 Sqm

DSR7266 Pressed clay tiles 20mm thick 250x250 mm size 1000 Nos 160 12150.00 1,944.00

DSR2207 Carriage of brick tiles 1000 Nos 160 170.63 27.30

3.6 Lime mortar 1:2 (1 lime: 2 Fine Sand) for bedding Cum 0.224 7,745.50 1,734.99

3.6 Lime mortar 1:2 (1 lime: 2 Fine Sand) for pointing Cum 0.037 7,745.50 286.58

M Rate 5 % crude oil by weight of lime Kg 0.2 100.00 20.00

DSR0123 Mason (brick layer) 1st class day 0.72 435.00 313.20

DSR 0114 Beldar day 3.12 329.00 1,026.48

DSR 9999 Sundries LS 14.3 1.78 25.45

5,378.01

53.78

5,431.79

814 77

Providing and laying Flat brick/ Terracota tiles on roofs grouted with lime mortar 1:2(1 lime: 2 fine

sand) mixed with 5% crude oil by weight of lime, over 20mm layer of lime mortar 1:2 (1 lime: 2 fine

sand)

MATERIAL:

LABOUR

Total


Total

Add CPOH @ 15%

8.0 ROOFING

814.77

6,246.56

624.66

8.2


Rs

DSR 12.20 Detail of cost for 10 Sqm

DSR 15.26

Demolishing brick tile covering in terracing including

stacking of serviceable material and disposal of

unserviceable material within 50 metres lead

Sqm 10.5 36.95 387.975

4.6Lime concrete with 25mm size brick aggregate and

50% lime mortar 1:2 (1lime:2 Surkhi)Cum 0.075 9,186.44 688.98

DSR7266 Pressed clay tiles 20mm thick 250x250 mm size 1000 Nos 160 12,150.00 1,944.00

DSR2207 Carriage of brick tiles 1000 Nos 160 170.63 27.30

3.6 Lime mortar 1:2 (1 lime: 2 Fine Sand) Cum 0.224 7,745.50 1,734.99

3.6 Lime mortar 1:2 (1 lime: 2 Fine Sand) Cum 0.037 7,745.50 286.58

M Rate 5 % crude oil by weight of lime Kg 0.2 100.00 20.00

DSR0123 Mason (brick layer) 1st class day 0.72 435.00 313.20

DSR 0114 Beldar day 3.12 329.00 1,026.48

DSR 9999 Sundries LS 14.3 1.78 25.45

Removing brick tiles from 50 to 60cm thick lime terrace and relaying an average thickness 7.5cm laid

to fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 Lime putty:2 Surkhi)

rammed and finished with gur and belgiri treatment complete and covered with brick tiles of class

designation 100 to 50 mm thick and grouted with lime mortar 1:2(1 Lime: 2 Fine sand) with 5% crude

oil by weight of lime over 20mm layer of lime mortar 1:2 (1 lime : 2 fine sand)

Cost of 10 Sqm

Cost of 1 Sqm

Add CPOH @ 15%

MATERIAL:

LABOUR

1/RA‐8


JANUARY 2016

6,454.97

64.55

6,519.52

977.93

7,497.45

749.74

8.3


Rs

M Rate Tiles average size of 200mmx125mmx6mm 1000 Nos 1276 3,000.00 3,828.00

DSR 2207 Carriage of country tiles 1000 Nos 1276 170.63 217.72

DSR 0305

Bamboo Battens 25mm 3.3 M long No 12.00 462.00 5,544.00

M Rate Fibre rope Kg 1.00 50.00 50.00

DSR 1219 Iron Nails Kg 1.00 65.00 65.00

DSR 0859 Oil type wood preservative lit 2 150.00 300.00


DSR 0114 Beldar day 5.00 435.00 2,175.00

MATERIAL:

Bamboo Battens 25mm 2.5 M long =350

Bamboo Battens 25mm 3.3 M long =Rs.462

Providing & fixing on roof Country clay tile of 6 mm nominal thickness and of approved size and as

per approved pattern on bamboo frame work complete

Total


Add CPOH @ 15%

Cost of 10 Sqm

Total

Details of cost for 12.76 Sqm

Bamboo Battens 25mm 1 M long =Rs.140

Labour ‐ Fixing Battens

Cost of 1 Sqm


DSR 0114 Beldar day 3.00 435.00 1,305.00

DSR 9999 Sundries L.S 13.00 1.78 23.14

16,987.86

169.87864

17,157.74

2573.6614

19,731.40

1546.3483

8.4


Rs

Details of cost for 12 Sqm (2.4mx5m)

DSR 1007 Rolled steel Joists of 160mmx60mm size Quintal 6.92 4,636.00 32,081.12

DSR 2207 Carriage of steel Tonne 0.692 94.80 65.60

DSR 5.9.9


etc. and removal Centering and shuttering including

strutting, propping etc. and removal Arches, domes,

vaults up to 6 m span

Sqm 16.00 1,006.65 16,106.40

5.10

Brick work in gauged arches for span up to 6 metres

with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in lime mortar 1:1:1 (1 lime : 1

surkhi: 1 fine sand).

Cum 1.34 9,646.04 12,964.28

DSR 1002 Tie rod Kg 4.40 4,500.00 19,800.00

Total


Labour ‐ Laying Tiles

Cost of 1 Sqm

Construction of Jack arched roof using Rolled steel joists, fired clay bricks with composite lime mortar

mix recommended by UNESCO

MATERIAL:

Add CPOH @ 15%

Cost of 12.76 Sqm

Total

2/RA‐8


JANUARY 2016

3.9.1Composite mix (8:1) with lime mortar 3:4:8 (3 Slaked

lime: 4 Coarse sand: 8 SurkhiCum 1.08 7,744.46 8,326.84

DSR 9999 Sundries LS 125 1.78 222.50


DSR 0115 Coolie day 10.00 329.00 3,290.00

DSR 9999 Sundries L.S 58.00 1.78 103.24

87,025.64

870.25639

87,895.90

13184.384

101,080.28

10108.028

8.5

Lime Sand stone


Rs

DSR

12.23.1.1

Cost of 10 Sqm

Add CPOH @ 15%


MATERIAL:

Total


Total = 11 00 sqm

Cost of 1 Sqm

Total


Providing Lime stone slab for roofing and laying them in Lime mortar 1:2 over wooden karries or

R.C.C. battens or structural steel sections (karries or battens or structural steel sections to be

separetely), including pointing the ceiling joints with lime mortar 1:2 complete:


M Rate Lime stone slab (75mm thick) sqm 11.00 390.80 4,298.80

DSR 2216 Carriage of stone slabs tonne 1.27 94.80 120.40

3.5 Lime mortar 1:2 (1 Lime: 2 Coarse sand) cum 0.0095 6,326.13 60.10

3.5 Lime mortar for grouting 1:2 (1 Lime: 2 Coarse sand) cum 0.0075 6,326.13 47.45

DSR 0155 Mason (average) day 1.824 417.00 760.61

DSR 0100 Bandhani day 2.184 363.00 792.79

DSR 0115 Coolie day 1.824 329.00 600.10

DSR 0101 Bhisti day 0.36 363.00 130.68

DSR 9999 Sundries LS 16.12 1.78 28.69

6,839.61

68.40

6,908.01

1,036.20

7,944.21

794.42

8.6


Rs

DSR

11.30.1

3.5 Lime Mortar as a filling material between the pots Cum 0.017 6,326.13 107.54

M Rate Burnt Earthern Pots No 50 12.00 600.00


Labour

Total = 11.00 sqm

Roofing with pot‐Providing and laying burnt earthern pots over and between lime concrete/mud

mortar using pots of max dia 150mm to 200 mm and pack the gaps between pots with Lime Mortar

(1:2)


Total

Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

MATERIAL:

3/RA‐8


JANUARY 2016

DSR 0123 Mason Brick I Class day 0.3 435.00 130.50

DSR 0100 Bandhani day 0.13 363.00 47.19

DSR 0115 Coolie day 0.17 329.00 55.93

DSR 0114 Bhisti day 0.06 363.00 21.78

DSR 9999 Sundries LS 12 1.78 21.36

984.30

9.84

994.15

149.12

1,143.27

8.7


Rs

4.9Lime concrete using 50% lime surkhi mortar (1:2) with

12 mm brick aggregateCum 0.06 9,147.70 514.55818

9.4.2 15 mm thk. Lime Surkhi Plaster (1:2) Sqm 1.18 1,363.30 1605.2909

DSR 0155 Mason (average) day 0 0972 417 00 40 5324

Add CPOH @ 15%

Cost of 1 Sqm

Labour

Total

Total

MATERIAL:

Labour

Providing and Making Gola (batta)in lime concrete using 50% lime surkhi / sand mortar 1:2 with

12mm brick aggregate, along joints of wall and terrace finished with lime surkhi mortar 1:2 plaster

with gur, gugal, methi etc as per traditional practice in concave /approved shape of (size

75mmx75mm)


Details of cost for 10 metre


DSR 0115 Coolie day 0.1212 329.00 39.8748

DSR 0101 Bhisti day 0.0396 363.00 14.3748

DSR 9999 Sundries L.S. 1.43 1.78 2.5454

2,217.18

22.17

2,239.35

335.90

2,575.25

257.53

8.8


Rs

DSR 12.22

4.1.3

Lime Concrete with graded stone aggregate 20mm

nominal size and mortar comprising of 1 Slaked lime

:3 surkhi : 6 coarse sand

cum 0.02 10,244.62 207.45362

DSR 3002 Polyvinyle chloride sheet 400 micron thick sqm 1.0000 40.00 40

3.5 Lime mortar 1:2 (1 Slaked lime : 2 Coarse sand) cum 0.0041 6,326.13 25.937114


DSR 0115 Coolie day 0.047 329.00 15.54525

Total


MATERIAL:

Total

Add CPOH @ 15%

Cost of 10 metre

Cost of 1 metre

Making khurras 45 x 45 cm with average minimum thickness of 10 cm lime concrete 1:3:6 (1 Slaked

lime :3 surkhi : 6 coarse sand) with graded stone aggregate 20mm nominal size over PVC sheet 1m x

1m x 400 micron, finished with 12mm lime plaster 1:2 (1 Slaked lime : 2 Coarse sand), rounding the

edges and making and finishing the outlet complete.

Details of cost for 1 no.

Labour

4/RA‐8


JANUARY 2016

DSR 0101 Bhisti day 0.012 363.00 4.2471

DSR 9999 Sundries L.S. 13.788 1.78 24.542284

337.43

3.37

340.80

51.12

391.92

8.9


Rs

DSR 14.13

LABOUR

DSR 0123 Mason First Class day 0.54 435.00 234.90

DSR 0114 Beldar day 0.54 329.00 177.66


Regrading terracing of mud phaska covered with tiles or brick, in lime by dismantling tiles or bricks,

removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster

gobri leaping and tiles or bricks, grouted in lime mortar 1:2 (1 lime : 2 fine sand), including replacing

unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping

ground (the cost of the new tiles or brick excluded) within 50 metres lead.

Details of cost of 10 Sqm

MATERIAL

(i) Dismantling tiles/bricks in lime mortar including removing mud plaster and cleaning the tiles/bricks

(ii) Preparing the surface, for mud phuska to proper slope, relaying mud plaster gobri leeping

Total


Total

Add CPOH @ 15%

Cost of each

DSR 3.12 Mud mortar Cum 0.24 838.30 201.19

DSR 0308 Bhusa Quintal 0.08 500.00 42.00

Gobri mortar

DSR 3.12 Mud mortar Cum 0.12 838.30 100.60

LABOUR

DSR 0114 Beldar day 0.25 329.00 82.25

3.6 lime mortar 1:2 (1 lime: 2 fine sand) Cum 0.09 7,745.50 708.71


DSR 0114 Beldar day 2.25 329.00 740.25

DSR 0101 Bhisti day 1.50 363.00 544.50

DSR 9999 Disposal for mulba LS 15.00 1.78 26.70

DSR 9999 Sundries LS 155.00 1.78 275.90

4,035.11

40.35

4,075.46

611.32

4,686.78

468.68

8.10

Cost of 1 Sqm

Removing brick tiles in 5 to 6 cm thick lime terracing from existing roof and relaying an average

thickness 7.5 cm laid to fall with 25mm nominal brick size aggregate and 50% lime mortar 1:2 (lime

putty : 2surkhi) rammed and finished with gur and belgiri treatment complete and covered with flat

brick tiles of class designation 100 and grouted with lime mortar 1:3(1 lime : 3 fine sand) mixed with

2% of integral water proofing compound by weight of lime, over 12mm layer of lime mortar

1:3(1lime:3 fine sand) or 25mm thick lime surkhi mortar 1:1:1(1 lime:1 surkhi:1fine sand) including

filling the joints in rich lime mortar mixed with water proofing compound and pigment to match the

shade and finished neat.

(iii) relaying tiles/bricks including lime mortar 1:3 (1 lime: 3 fine sand) for grouting

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

MATERIAL

5/RA‐8


JANUARY 2016


Rs

DSR 14.13

LABOUR

13.1.2 (i) Removing Brick tiles from existing roof Sqm 10.00 69.64 696.36

(ii) Preparing the surface, for lime mortar to proper

slope, relaying lime mortar 1:2 (1lime putty: 2 Surkhi)


Lime mortar 1:2 (1 lime: 2surkhi) Cum 1.01 5,809.72 5,882.34

8.2Flat brick/ terracotta tiles with lime mortar 1:2 (1 lime:

2 fine sand)Sqm 10.50 749.74 7,872.32

DSR 9999 Disposal for mulba LS 35.00 1.78 62.30

DSR 9999 Sundries LS 125.00 1.78 222.50

14,888.07

148.88

15,036.95

2,255.54

17,292.49

1,729.25

8.11

8 11 1 R d/ Whi S d


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Replacing Red/white sand stone slabs in roofing, laid in lime mortar 1:2 (1 lime : 2 coarse sand),


MATERIAL

(iii) relaying tiles/bricks including lime mortar 1:2 (1 lime: 2 fine sand) for grouting

Total

8.11.1


Rs

DSR 14.14

LABOUR

Dismantling existing stone, slabs roofing 1x10.00

sqmx0.05m = 0.50 cum

DSR 0114 Beldar day 0.95 329.00 312.55

DSR 0115 Coolie day 0.45 329.00 148.05

DSR 9999 Sundries LS 25.00 1.78 44.50

DSR 9999 Cleaning the surface including necessary repairs LS 55.00 1.78 97.90

DSR 1174Red sand stone slab 45 mm to 50 mm thick (un‐

dressed)Sqm 11.00 175.00 1,925.00

DSR 2216Carriage of stone blocks white & red sand stone &

kota stone slabSqm 1.39 94.80 131.91

3.5 Lime mortar 1:2(1lime:2 coarse sand) Cum 0.11 6,326.13 708.53

LABOUR

DSR 0123 Mason First class day 3.50 435.00 1,522.50

DSR 0100 Bandhani day 4.00 363.00 1,452.00

DSR 0115 Coolie day 3.50 329.00 1,151.50

DSR 0101 Bhisti day 1.50 363.00 544.50

DSR 9999 Sundries LS 125.00 1.78 222.50

DSR 2264 Carriage of rubbish Cum 0.50 106.64 53.32

8,314.76

83.15

8,397.91

1,259.69Add CPOH @ 15%

Red/ White Sand stone


MATERIAL

Total


Total

6/RA‐8


JANUARY 2016

9,657.59

965.76

8.11.2


Rs

DSR 14.14

LABOUR

Dismantling existing stone, slabs roofing 1x10.00

sqmx0.05m = 0.50 cum

DSR 0114 Beldar day 0.95 329.00 312.55

DSR 0115 Coolie day 0.45 329.00 148.05

DSR 9999 Sundries LS 25.00 1.78 44.50

DSR 9999 Cleaning the surface including necessary repairs LS 55.00 1.78 97.90

DSR 7296Granite of any colour, 30 mm thick (slab area upto

0.50 sqm)Sqm 11.00 2,300.00 25,300.00

DSR 2216 Carriage of stone blocks Sqm 1.39 94.80 131.91

3.5 Lime mortar 1:2(1lime:2 coarse sand) Cum 0.11 6,326.13 708.53

LABOUR


DSR 0100 Bandhani day 1.00 363.00 363.00

DSR 0115 Coolie day 0.75 329.00 246.75

DSR 0101 Bhi i d 0 50 363 00 181 50

Cost of 10 Sqm

Cost of 1 Sqm

Granite/ Marble stone


MATERIAL

DSR 0101 Bhisti day 0.50 363.00 181.50

DSR 9999 Sundries LS 98.00 1.78 174.44

DSR 2264 Carriage of rubbish Cum 0.50 106.64 53.32

28,132.20

281.32

28,413.52

4,262.03

32,675.55

3,267.56

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

7/RA‐8

9. FINISHES


JANUARY 2016

9.1

9.1.1


DSR 13.1.1

3.5 Lime mortar1: 2(1 Lime:2 coarse sand) Cum 0.024 6,326.13 151.83


DSR 0115 Coolie day 0.90 329.00 296.10

DSR 0101 Bhisti day 1.10 363.00 400.75

DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93

1,225.35

12.25

1,237.61

185.64

1,423.25

9.1.2


DSR 13.1.1

15mm Thickness

Details of cost for 1 Sqm.

9.0 FINISHES

Lime plaster 1:2 (1 slaked lime : 2 coarse sand)

Total


Total

Add CPOH @ 15%

MATERIAL:

LABOUR

20mm Thickness


Cost of 1 Sqm



DSR 0115 Coolie day 0.90 329.00 296.10

DSR 0101 Bhisti day 1.10 363.00 400.75


1,187.40

11.87

1,199.27

179.89

1,379.16

9.1.3


DSR 13.1.1



DSR 0115 Coolie day 0.90 329.00 296.10

DSR 0101 Bhisti day 1.10 363.00 400.75


1,164.62

11.65

1,176.27

176.44

Total

Add CPOH @ 15%

Cost of 1 Sqm

12mm Thickness

Total


MATERIAL:

LABOUR

Total

Add CPOH @ 15%


MATERIAL:

LABOUR

Total


1/RA‐9


JANUARY 2016

1,352.71

9.2

9.2.1


DSR 13.1.1

3.2Lime mortar1:1:1 (1 Lime:1 surkhi:1 fine

sand) Cum 0.024 7,209.03 173.02


DSR 0115 Coolie day 0.90 329.00 296.10

DSR 0101 Bhisti day 1.10 363.00 400.75


1,246.54

12.47

1,259.01

188.85

1,447.86

9.2.2


DSR 13.1.1

Lime plaster 1:1:1 (1 slaked lime :1 surkhi: 1 fine sand)


15mm Thickness

Total


Total

MATERIAL:

Cost of 1 Sqm

Cost of 1 Sqm

Add CPOH @ 15%

LABOUR

20mm Thickness Double Coat

Details of cost for 1 Sqm.DSR 13.1.1


sand) Cum 0.017 7,209.03 124.36


DSR 0115 Coolie day 0.900 329.00 296.10

DSR 0101 Bhisti day 1.104 363.00 400.75


1,197.88

11.98

1,209.86

181.48

1,391.34

9.2.3


DSR 13.1.1


sand) Cum 0.014 7,209.03 99.48


DSR 0115 Coolie day 0.900 329.00 296.10

DSR 0101 Bhisti day 1.104 363.00 400.75


1,173.01

11.73

1,184.74


LABOUR

12mm Thickness

Total

Cost of 1 Sqm

MATERIAL:

Add CPOH @ 15%


f f q

MATERIAL:

LABOUR

Total

Total


Total

2/RA‐9


JANUARY 2016

177.71

1,362.45

9.3

9.3.1


DSR 13.1.1

3.7Lime mortar 1:2:1 (1 slaked lime: 2

coarse sand:1 surkhi)Cum 0.024 6,054.27 145.30


DSR 0115 Coolie day 0.90 329.00 296.10

DSR 0101 Bhisti day 1.10 363.00 400.75


1,218.83

12.19

1,231.02

184.65

1,415.67

9.3.2


DSR 13 1 1 Details of cost for 1 Sqm


Cost of 1 Sqm

15mm Thickness

Lime plaster 1:2 :1(1 lime putty : 2 coarse sand:1surkhi)

Total

Cost of 1 Sqm

Add CPOH @ 15%

Add CPOH @ 15%

LABOUR

20mm Thickness

MATERIAL:


Total

DSR 13.1.1




DSR 0115 Coolie day 0.900 329.00 296.10

DSR 0101 Bhisti day 1.104 363.00 400.75


1,182.50

11.83

1,194.33

179.15

1,373.48

9.3.3


DSR 13.1.1




DSR 0115 Coolie day 0.900 329.00 296.10

DSR 0101 Bhisti day 1.104 363.00 400.75


1,160.71

11.61


Total

MATERIAL:

Add CPOH @ 15%


Total

Cost of 1 Sqm

Total


MATERIAL:

LABOUR

12mm Thickness


LABOUR

3/RA‐9


JANUARY 2016

1,172.32

175.85

1,348.16

9.4

9.4.1


DSR 13.1.1

3.4 Lime plaster 1:2 (1 lime putty : 2 surkhi) Cum 0.024 5,809.72 139.43


DSR 0115 Coolie day 0.900 329.00 296.10

DSR 0101 Bhisti day 1.104 363.00 400.75


1,212.96

12.13

1,225.09

183.76

1,408.85

9.4.2


MATERIAL:

Lime plaster 1:2 (1 lime putty : 2 surkhi)

20mm Thickness


Add CPOH @ 15%

Total

Add CPOH @ 15%

Cost of 1 Sqm

Cost of 1 Sqm

LABOUR

Total


Total

15mm Thickness

p Q y

DSR 13.1.1



DSR 0115 Coolie day 0.900 329.00 296.10

DSR 0101 Bhisti day 1.104 363.00 400.75


1,173.74

11.74

1,185.48

177.82

1,363.30

9.4.3


DSR 13.1.1



DSR 0115 Coolie day 0.90 329.00 296.10

DSR 0101 Bhisti day 1.10 363.00 400.75


1,153.70

Total

Total


12mm Thickness

Add CPOH @ 15%


MATERIAL:

LABOUR

MATERIAL:


LABOUR

Cost of 1 Sqm

Total

4/RA‐9


JANUARY 2016

11.54

1,165.24

174.79

1,340.02

9.5


DSR 13.1.1

3.3Lime mortar1:1:1 (1 Lime1:1 Surkhi : 1

Coarse sand) Cum 0.024 6,088.63 146.13

3.2Lime mortar1:1:1 (1 Lime1:1 Surkhi : 1

Fine sand) Cum 0.024 7,209.03 173.02


DSR 0115 Coolie day 1.350 329.00 444.15

DSR 0101 Bhisti day 1.656 363.00 601.13


1,929.43

19.29

1,948.73

292 31


Total

Add CPOH @ 15%

LABOUR

Total

30‐40mm lime plaster in two coats with 20mm base coat in lime mortar 1:1:1 (1 lime : 1

Surkhi :1 Coarse Sand) and top coat in lime mortar 1:1:1 (1 lime : 1 Surkhi :1 Fine Sand)


MATERIAL:


Total

Add CPOH @ 15%

Cost of 1 Sqm

292.31

2,241.04

9.6


Marble Powder Cum 0.05 1,000.00 50.00

Lime Quintal 0.05 300.00 15.00

DSR 9999 Dal LS 9 1.78 16.02

DSR 9999 Gur & Belgiri LS 15 1.78 26.70

DSR 0155 Mason (Average) day 0.324 417.00 135.11DSR 0115 Coolie day 0.324 329.00 106.60DSR 9999 Scaffolding and Sundries LS 9.672 1.78 17.22

366.64

3.67

370.31

55.55

425.85

9.7


3.7 Lime mortar 1:2:1 Cum 0.026 6,054.27 157.41

DSR 0155 Mason (Average) day 0.965 417.00 402.32DSR 0115 Coolie day 1.080 329.00 355.32DSR 0114 Bhisti day 1.325 363.00 480.90

Cost of 1 Sqm

MATERIAL:

LABOUR

DSR 13.18

& ISOR

Total

Add CPOH @ 15%

Cost of 1 Sqm

Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients followed

by grinding to fine paste for smooth finish

Total

LABOUR

Add CPOH @ 15%


MATERIAL

Plastering of the dome in lime mortar 1:2:1(1 Lime:2 coarse sand:1 surkhi ) up to 20mm

thickness

5/RA‐9


JANUARY 2016


1,422.89

14.23

1,437.12

215.57

1,652.69

9.8


DSR 13.16

3.11Mud mortar1:3:1 (1 Lime1:3 mud:1

coarse sand) Cum 0.024 4,397.17 105.53


DSR 0115 Coolie day 0.900 329.00 296.10

DSR 0101 Bhisti day 1.104 363.00 400.75


1,179.06

11.79

1,190.85

178.63

1,369.48

Total

Add CPOH @ 15%

Cost of 1 Sqm


LABOUR

Total

Total

Add CPOH @ 15%

Cost of 1 Sqm

Mud plaster 1:3:1(1 lime slaked : 3 Mud:1 coarse sand)

20mm Thickness First Coat of 12mm and second coat 8mm in each coat


MATERIAL:

Total


9.9

9.9.1Size 150mm wide and 50mm average

thick


ISOR 1.12 Details of cost for 10m.

3.6Lime plaster 1:2 (1 lime putty : 2 Fine

sand)Cum 0.5 7,745.50 3,872.75

M Rate Bonding Agent (Nitobond SBR) Lit 0.5 400.00 200.00

DSR 0006 Spray Machine for water jet spray day 0.5 250.00 125.00

Labour


DSR 0126Mason (for ornamental stone work) 1 st

classday 2 435.00 870.00

DSR 0114 Beldar day 2.5 329.00 822.50

DSR 0128 Mate day 1 363.00 363.00

DSR 9999 Scaffolding and Sundries LS 100 1.78 178.00

6,513.75

65.14

6,578.89

986.83

Cost of 10 m 7,565.72

756.57

MATERIAL

Total


Total

Add CPOH @ 15%

Cost of 1 m

Making cornice band with ornamental design as per the conservation Architect's design

with lime plaster (1lime:2 finesand)

ORNAMENTAL PLASTER WORK

6/RA‐9


JANUARY 2016


thick


ISOR 1.12 Details of cost for 10m.


sand)Cum 0.35 7,745.50 2,710.93



Labour



classday 2 435.00 870.00

DSR 0114 Beldar day 2.5 329.00 822.50

DSR 0128 Mate day 1 363.00 363.00


5,254.43

52.54

5,306.97

796.05

Cost of 10 m 6,103.02

610.30

Size 75mm wide and 50mm average

Add CPOH @ 15%

Total

Cost of 1 m

MATERIAL

Total



thick


Details of cost for 10m.


sand)Cum 0.25 7,745.50 1,936.38



Labour



classday 2 435.00 870.00

DSR 0114 Beldar day 2.5 329.00 822.50

DSR 0128 Mate day 1 363.00 363.00


Total 4,414.88


Total 4,459.02

Add CPOH @ 15% 668.85

Cost of 10 m 5,127.88

512.79

9.10


ISOR 1.13 Details of cost for 10Sqm.

Cost of 1 m

MATERIAL

MATERIAL

Repairing ornamental plaster works to match with the existing design using lime plaster

(1lime putty:1surkhi:1 Fine sand)

7/RA‐9


JANUARY 2016

3.2Lime plaster 1:1:1(1 lime putty : 1

Surkhi:1 Fine sand)Cum 0.486 7,209.03 3,503.59

Labour

M Rate Conservator day 1 1,650.00 1,650.00

M Rate Designer for arts day 4 1,000.00 4,000.00


classday 25 435.00 10,875.00

DSR 0114 Beldar day 14 329.00 4,606.00

DSR 0128 Mate day 10 363.00 3,630.00

DSR 9999Scaffolding and Sundries, natural

additivesLS 851 1.78 1,514.78

Total 29,779.37


Total 30,077.16

Add CPOH @ 15% 4,511.57

Cost of 10 m 34,588.74

3,458.87

9.11


ISOR 7.4 Details of cost for 10Sqm.

Lime mortar 1:1:1 ( 1 Slaked lime:1

MATERIAL

Cost of 1 m

Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the

mortar should be prepared by grinding mill only. The thickness varies from 10mm to

100mm as per design.

3.2Lime mortar 1:1:1 ( 1 Slaked lime:1

surkhi:1 fine sand)Cum 0.0972 7,209.03 700.72

Labour

M Rate Conservator day 2 1,650.00 3,300.00


classday 20 435.00 8,700.00

DSR 0114 Beldar day 20 329.00 6,580.00

DSR 0128 Mate day 1 363.00 363.00

DSR 9999 Scaffolding and Sundries LS 2500 1.78 4,450.00

Total 24,093.72


Total 24,334.66

Add CPOH @ 15% 3,650.20

Cost of 10 sqm 27,984.85

2,798.49

9.12

9.12.1


ISOR 2.36

Materials


surkhi:1 fine sand) including deep fillingCum 0.03 7,209.03 216.27

Labour

DSR 0123 Mason (brick layer) 1 st class day 1 435.00 435.00

DSR 0115 Coolie day 1.75 329.00 575.75

LIME POINTING

Recessed lime pointing 1:1:1 ( 1 Slaked lime:1 surkhi:1 fine sand)

In Stonework


Cost of 1 sqm

8/RA‐9


JANUARY 2016

DSR 0101 Bhisti day 1.25 363.00 453.75

DSR 9999Sundries for raking out joints, cleaning

etcLS 155.00 1.78 275.90

1,956.67

19.57

1,976.24

296.44

2,272.67

227.27

9.12.2



Materials



Labour


DSR 0115 Coolie day 0.92 329.00 302.68

DSR 0101 Bhisti day 1.67 363.00 606.21

DSR 9999Sundries for raking out joints, cleaning

etcLS 125.00 1.78 222.50

1,675.77

16.76

1 692 53

Cost of 1 Sqm


Total

Total

Add CPOH @ 15%

In Brick Work


T l

Total

Cost of 10 Sqm

1,692.53

253.88

1,946.41

194.64

9.13

9.13.1


Materials



Labour


DSR 0115 Coolie day 2.5 329.00 822.50

DSR 0101 Bhisti day 0.97 363.00 350.30

DSR 9999 Sundries LS 155 1.78 275.90

2,607.06

26.07

2,633.13

394.97

3,028.10

302.81

9.13.2


DSR

13.31.1

In stone Work


Cost of 1 Sqm

In Brick Work


Flush Pointing with lime surkhi mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 fine sand)

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Total

Add CPOH @ 15%

Cost of 10 Sqm

9/RA‐9


JANUARY 2016

Materials



Labour


DSR 0115 Coolie day 1 329.00 329.00

DSR 0101 Bhisti day 1.25 363.00 453.75

DSR 9999Sundries,Scaffolding and racking out

jointsLS 143 1.78 254.54

1,731.82

17.32

1,749.13

262.37

2,011.50

201.15

9.14


ISOR 11.4 Details of cost for 10 Sqm.

DSR 0982 Coarse sand Cum 0.11 1,200.00 132.00

DSR 1182 Brick Jeera Cum 0.11 700.00 77.00

DSR 0773 Lime Quintal 0.69 300.00 207.00

Cost of 10 Sqm

Cost of 1 Sqm

Total

Repointing of raked out joints of Random rubble masonry by using lime mortar 1:1:1

(1Lime:1coarse sand:1Brick jeera)

Materials


Total

Add CPOH @ 15%

DSR 9999 Gur & Belgiri LS 33 1.78 58.74

DSR 0123 Mason (brick layer) 1 st class day 3.05 435.00 1,326.75

DSR 0114 Beldar day 3.00 329.00 987.00

DSR 0115 Coolie day 1 329.00 329.00

DSR 0101 Bhisti day 1.00 363.00 363.00

DSR 9999 Sundries LS 34.00 1.78 60.52

3,541.01

35.41

3,576.42

536.46

4,112.88

411.29

9.15


ISOR 11.9

3.3 Lime mortar 1:1:1 Cum 0.1 6,088.63 608.86

DSR 0123 Mason (brick layer) 1 st class day 2.5 435.00 1,087.50

DSR 0114 Beldar day 3.00 329.00 987.00

DSR 9999 Sundries LS 125.00 1.78 222.50

2,905.86

29.06

2,934.92

440.24


Cost of 10 Sqm

Cost of 1 Sqm

Repointing of raked out joints of Ashlar masonry by using lime mortar 1:1:1

(1Lime:1coarse sand:1 Surkhi)

Materials

Labour

Total

Add CPOH @ 15%

Total

Total

Add CPOH @ 15%

Extra Labour for mixing



Labour

Total

10/RA‐9


JANUARY 2016

3,375.16

337.52

9.16


ISOR 4.2

MATERIAL

3.5Lime plaster 1:2 (1 lime putty : 2 Coarse

sand)Cum 0.35 6,326.13 2,182.51

LABOUR

DSR 0155 Mason First Class day 6.05 435.00 2,631.75

DSR 0115 Coolie day 6.45 329.00 2,122.05

DSR 0114 Beldar day 2.70 329.00 888.30

DSR 0101 Bhisti day 4.60 363.00 1,669.80


9,521.49

95.21

9,616.70

1,442.51Add CPOH @ 15%

f

Repairs to plaster of thickness 10 mm to 30 mm in patches of area 2.5 sq. meters and

under, including cutting the patch in proper shape, raking out joints and preparing and

plastering the surface of the walls complete, preparation of mortar by traditional

practice (by hand grinder) in 3 course & loi, tamping, beating, till the shrinkage cracks are

disappear disposal of rubbish to the dumping ground within 50 metres lead with lime

moratr 1:2 (1 lime: 2 surkhi)

10 to 30mm thick


Total


Total

Cost of 10 Sqm

Cost of 1 Sqm

11,059.21

1,105.92

Cost of 10 Sqm

Cost of 1 Sqm

11/RA‐9

10. STONE LINING AND OTHER WORKS


JANUARY 2016

10.1

Red Sand stone ‐Exposed face fine dressed with rough

backing

10.1.1 70mm thick



MATERIAL:

DSR 1160Finished work 70cudm + add wastage 33.3% =23.31 . Total

93.3110 cudm 93.31 65.00 606.52

3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64

DSR 2216

Carriage of stone blocks white & red sand stone & kota

stone slab @ 2.30kg/cudm = 93.31x2.30 =214.61 kg = 0.215

t

tonne 0.22 94.80 20.38

DSR 9999 Extra for using Sand dust powder and polimer LS 123.00 1.78 218.94



DSR 0114 Beldar day 0.22 329.00 73.70

DSR 0115 Coolie day 0 11 329 00 36 85

LABOUR

Dressing charges

10.0 STONE LINING AND OTHER WORKS

Stone work (Machine cut edges) for wall lining (Veneer work) upto 10m height, backing filled with a grout

of average 12 mm thick lime mortar 1:2 (1 lime : 2 coarse sand) including pointing in lime mortar and an

admixtureof pigment matching the stone shade : (To be secured to the backing and the sides by means of

cramps and pins which shall be paid for separately) :

DSR 0115 Coolie day 0.11 329.00 36.85

DSR 0100 Bandhani day 0.22 363.00 81.31


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36

DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical

devicem 4.00 10.00 40.00


2,637.34

26.37

2,663.71

399.56

3,063.27

10.1.2 60mm thick



MATERIAL

DSR 1160Finished work 60cudm + add wastage 33.3% =19.98 . Total=

8010 cudm 80.00 65.00 520.00


DSR 2216Carriage of stone blocks white & red sand stone & kota

stone slab @ 2.30kg/cudm = 80x2.30 =184 kg = 0.184 ttonne 0.18 94.80 17.44



Total

Add CPOH @ 15%

Cost of 1 Sqm

LABOUR

Fixing charges

Dressing charges

Total

1/RA‐10


JANUARY 2016



DSR 0114 Beldar day 0.22 329.00 73.70

DSR 0115 Coolie day 0.11 329.00 36.85

DSR 0100 Bandhani day 0.22 363.00 81.31


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


2,530.08

25.30

2,555.39

383.31

2,938.69

10.1.3 50mm thick



MATERIAL


66 6510 cudm 66.70 65.00 433.55

Total


Total

Fixing charges

Add CPOH @ 15%

Cost of 1 Sqm

66.65



stone slab @ 2.30kg/cudmtonne 0.15 94.80 14.54




DSR 0114 Beldar day 0.22 329.00 73.70

DSR 0115 Coolie day 0.11 329.00 36.85

DSR 0100 Bandhani day 0.22 363.00 81.31


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


2,370.80

23.71

2,394.51

359.18

2,753.69

10.1.4 40mm thick



Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

Dressing charges

Fixing charges

LABOUR

2/RA‐10


JANUARY 2016

MATERIAL:

DSR 1160 Finished work 40cudm + add wastage 33.3% 10 cudm 53.32 65.00 346.58




DSR 9999 Extra for using Sand dust powder LS 32.29 1.78 57.48



DSR 0114 Beldar day 0.22 329.00 73.70

DSR 0115 Coolie day 0.11 329.00 36.85

DSR 0100 Bandhani day 0.22 363.00 81.31


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


2,151.49

21.51

2,173.01


Total

Total

LABOUR

Dressing charges

Fixing charges

325.95

2,498.96

10.1.5 30mm thick


MATERIAL:








DSR 0114 Beldar day 0.22 329.00 73.70

DSR 0115 Coolie day 0.11 329.00 36.85

DSR 0100 Bandhani day 0.22 363.00 81.31


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


2,061.94

20.62

2,082.56

Add CPOH @ 15%

Cost of 1 Sqm

Total


LABOUR

Dressing charges

Fixing charges

Total

3/RA‐10


JANUARY 2016

312.38

2,394.95

10.2Red Sand stone ‐Exposed face machine cut and table

rubbed with rough backing

10.2.1 70mm thick



MATERIAL




stone slab @ 2.30kg/cudm tonne 0.21 94.80 20.35


DSR 0125 Mason (for plain stone work) 2nd class day 2.70 399.00 1,077.30


DSR 0114 Beldar day 0.45 329.00 147.39

DSR 0115 Coolie day 0.22 329.00 73.70

DSR 0100 Bandhani day 0.45 363.00 162.62


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

Add CPOH @ 15%

Cost of 1 Sqm

LABOUR

Dressing charges

Fixing charges

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00

DSR 9999 Scaffolding and sundries L.S 95.00 1.78 169.10

3,572.19

35.72

3,607.91

541.19

4,149.10

10.2.2 60mm thick



MATERIAL:








DSR 0114 Beldar day 0.45 329.00 147.39

DSR 0115 Coolie day 0.22 329.00 73.70

DSR 0100 Bandhani day 0.45 363.00 162.62


DSR 0100 Bandhani day 0.40 363.00 146.36

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

Dressing charges

Fixing charges

LABOUR

4/RA‐10


JANUARY 2016

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


3,420.34

34.20

3,454.54

518.18

3,972.72

10.2.3 50mm thick



MATERIAL:


66.6510 cudm 66.65 65.00 433.23






DSR 0102 Bl k ith 1 t Cl d 0 06 435 00 27 84

Total

Dressing charges

Add CPOH @ 15%

LABOUR


Total

Cost of 1 Sqm


DSR 0114 Beldar day 0.45 329.00 147.39

DSR 0115 Coolie day 0.22 329.00 73.70

DSR 0100 Bandhani day 0.45 363.00 162.62


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


3,302.30

33.02

3,335.33

500.30

3,835.63

10.2.4 40mm thick



MATERIAL:






Total


Fixing charges

Total

Add CPOH @ 15%

Cost of 1 Sqm

LABOUR

Dressing charges

5/RA‐10


JANUARY 2016



DSR 0114 Beldar day 0.45 329.00 147.39

DSR 0115 Coolie day 0.22 329.00 73.70

DSR 0100 Bandhani day 0.45 363.00 162.62


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


3,130.87

31.31

3,162.18

474.33

3,636.51

10.2.5 30mm thick



MATERIAL:



Total

Add CPOH @ 15%

Cost of 1 Sqm

Total


Fixing charges






DSR 0114 Beldar day 0.45 329.00 147.39

DSR 0115 Coolie day 0.22 329.00 73.70

DSR 0100 Bandhani day 0.45 363.00 162.62


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


3,023.52

30.24

3,053.76

458.06

3,511.82

10.3


10.3.1 70mm thick


MATERIAL

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

White Sand stone ‐Exposed face fine dressed with rough backing

Dressing charges

Fixing charges

6/RA‐10


JANUARY 2016




stone slab @ 2.30kg/cudm = 93.31x2.30 =214.61 kg = 0.215

t

tonne 0.21 94.80 20.35




DSR 0114 Beldar day 0.22 329.00 73.70

DSR 0115 Coolie day 0.11 329.00 36.85

DSR 0100 Bandhani day 0.22 363.00 81.31


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36

DSR 1237 Cutting sand stone slab up to 50 mm thick by mechanical

devicem 4.00 10.00 40.00


2,847.72

28.48

2,876.19

431.43

3 307 62

Dressing charges

Fixing charges

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm 3,307.62

10.3.2 60mm thick



MATERIAL:

DSR 1161 Finished work 60cudm + add wastage 33.3% =19.98 . 10 cudm 79.98 70.00 559.86



stone slab @ 2.30kg/cudm = 80x2.30 =184 kg = 0.184 ttonne 0.18 94.80 17.44




DSR 0114 Beldar day 0.22 329.00 73.70

DSR 0115 Coolie day 0.11 329.00 36.85

DSR 0100 Bandhani day 0.22 363.00 81.31


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00

DSR 9999 Scaffolding L.S 80.00 1.78 142.402,707.00

27.07

2,734.07


Total

LABOUR

Total

Dressing charges

Fixing charges

Cost of 1 Sqm

7/RA‐10


JANUARY 2016

410.11

3,144.18

10.3.3 50mm thick



DSR 1161 Finished work 50cudm + add wastage 33.3% =16.65 . 10 cudm 66.65 70.00 466.55







DSR 0114 Beldar day 0.22 329.00 73.70

DSR 0115 Coolie day 0.11 399.00 44.69

DSR 0100 Bandhani day 0.22 363.00 81.31


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

Dressing charges

Fixing charges

LABOUR

MATERIAL

Add CPOH @ 15%

Cost of 1 Sqm

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


2,604.38

26.04

2,630.43

394.56

3,024.99

10.3.4 40mm thick










DSR 0114 Beldar day 0.22 329.00 73.70

DSR 0115 Coolie day 0.11 329.00 36.85

DSR 0100 Bandhani day 0.22 363.00 81.31


Total

MATERIAL


Total

Add CPOH @ 15%

Cost of 1 Sqm

LABOUR

Dressing charges

Fixing charges

8/RA‐10


JANUARY 2016

DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


2,470.07

24.70

2,494.77

374.22

2,868.98

10.3.5 30mm thick





DSR 2216 Carriage of stone blocks white & red sand stone & kota tonne 0.09 94.80 8.72




Total

MATERIAL


LABOUR

Dressing charges

Total

Add CPOH @ 15%

Cost of 1 Sqm

DSR 0114 Beldar day 0.22 329.00 73.70

DSR 0115 Coolie day 0.11 329.00 36.85

DSR 0100 Bandhani day 0.22 363.00 81.31


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


2,356.05

23.56

2,379.61

356.94

2,736.55

10.4

10.4.1 70mm thick








Fixing charges

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

MATERIAL:

LABOUR

Dressing charges

White Sand stone ‐Exposed face machine cut and table rubbed with rough backing

9/RA‐10


JANUARY 2016



DSR 0114 Beldar day 0.45 329.00 147.39

DSR 0115 Coolie day 0.22 329.00 73.70

DSR 0100 Bandhani day 0.45 363.00 162.62


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


3,609.94

36.10

3,646.04

546.91

4,192.95

10.4.2 60mm thick




3 5 Mortar for laying and pointing Cum 0 02 6 326 13 136 64

Fixing charges

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

MATERIAL







DSR 0114 Beldar day 0.45 329.00 147.39

DSR 0115 Coolie day 0.22 329.00 73.70

DSR 0100 Bandhani day 0.45 363.00 162.62


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


d im 4.00 10.00 40.00


3,483.47

34.83

3,518.30

527.75

4,046.05

10.4.3 50mm thick


Total

Add CPOH @ 15%

Cost of 1 Sqm


MATERIAL

LABOUR

Dressing charges

Fixing charges

Total


10/RA‐10


JANUARY 2016


66.6510 cudm 66.65 70.00 466.55

3.5 Extra for using Sand dust powder and polimer Cum 0.02 6,326.13 136.64






DSR 0114 Beldar day 0.45 329.00 147.39

DSR 0115 Coolie day 0.22 329.00 73.70

DSR 0100 Bandhani day 0.45 363.00 162.62


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


3,364.11

33.64

3,397.75

509.66

LABOUR

Dressing charges

Fixing charges

Total


Total

Add CPOH @ 15%

3,907.41

10.4.4 40mm thick










DSR 0114 Beldar day 0.45 329.00 147.39

DSR 0115 Coolie day 0.22 329.00 73.70

DSR 0100 Bandhani day 0.45 363.00 162.62


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


3,232.29

32.32

3,264.62

Cost of 1 Sqm

MATERIAL

LABOUR

Total


Total

Dressing charges

Fixing charges

11/RA‐10


JANUARY 2016

489.69

3,754.31

10.4.5 30mm thick









DSR 0114 Beldar day 0.45 329.00 147.39

DSR 0115 Coolie day 0.22 329.00 73.70

DSR 0100 Bandhani day 0.45 363.00 162.62


DSR 0100 Bandhani day 0.40 363.00 146.36

DSR 0114 Beldar day 0.40 329.00 132.65

DSR 0115 Coolie day 0.40 329.00 132.65

DSR 0101 Bhi i d 0 40 363 00 146 36

Add CPOH @ 15%

Cost of 1 Sqm


MATERIAL

LABOUR

Dressing charges

Fixing charges

DSR 0101 Bhisti day 0.40 363.00 146.36


devicem 4.00 10.00 40.00


3,118.28

31.18

3,149.46

472.42

3,621.88

10.5

25 mm thick Kota stone slabs exposed face dressed and

rubbed



DSR 1169 Kota stone slab 25mm thick (rough chiseled) Sqm 11.50 290 3,335.00

3.5 Limemortar 1:2 (1 Lime :2 Coarse sand) Cum 0.24 6,326.13 1,518.27

DSR 9999 Lime mortar for pointing LS 235.00 1.78 418.30




DSR 0114 Beldar day 7.80 329.00 2,566.20

DSR 0115 Coolie day 5.16 329.00 1,697.64

Total


Total

Add CPOH @ 15%

MATERIAL

LABOUR

Cost of 1 Sqm

Stone work (Machine cut edges) for wall lining (Veneer work) upto 10m height, backing filled with a grout

of average 20 mm thick lime mortar 1:2 (1 lime : 2 coarse sand) including pointing in lime mortar 1:2 (1

lime : 2 stone dust) with an admixtureof pigment matching the stone shade : (To be secured to the backing

and the sides by means of cramps and pins which shall be paid for separately) :

12/RA‐10


JANUARY 2016

DSR 0139 Skilled Beldar (For floor rubbing etc) day 12.96 363.00 4,704.48

DSR 9999 Sundries LS 133.85 1.78 238.25

17,653.03

176.53

17,829.56

2,674.43

18,006.09

1,800.61

10.6


DSR 8.1.1.2 Details of cost for 1 sqm.

DSR 7453Raj nagar plain white marble (table rubbed and polished) 18

mm thick (slab area more than 0.50 sqm) Sqm 1.20 750.00 900.00


stone slabtonne 0.06 94.80 5.69

3.5 Limemortar 1:2 (1 Lime :2 Coarse sand) 20mm thickness Cum 0.03 6,326.13 212.56


DSR 0100 Bandhani day 0.80 363.00 291.85

Cost of 10 Sqm

Cost of 1 Sqm

Total


Total

Add CPOH @ 15%

Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work),

backing filled with a grout of average 20 mm thick in lime mortar 1:2 (1 lime : 2 coarse sand), including

pointing with lime mortar 1:2 (1 lime : 2 marble dust) with an admixture of pigment to match the marble

shade (To be secured to the backing by means of cramps, which shall be paid for separately).

MATERIAL

LABOUR

y

DSR 0114 Beldar day 0.80 329.00 264.52

DSR 0115 Coolie day 0.80 329.00 264.52

DSR 0128 Mate day 0.40 363.00 143.75

DSR 0102 Blacksmith 1st class day 0.32 435.00 140.94

DSR 9999 Sundries and scaffolding LS 32.29 1.78 57.48

2,631.04

26.31

2,657.35

398.60

3,055.95

10.7


DSR 8.1.1.2 Details of cost for 1 sqm.

DSR 7453Raj nagar plain white marble (table rubbed and polished) 18

mm thick (slab area more than 0.50 sqm) Sqm 1.40 750.00 1,050.00


stone slabtonne 0.06 94.80 5.69

3.5 Limemortar 1:2 (1 Lime :2 Coarse sand) 20mm thickness Cum 0.04 6,326.13 255.07


DSR 0100 Bandhani day 1.01 363.00 364.82

MATERIAL

LABOUR


Total

Add CPOH @ 15%

Cost of 1 Sqm

Total

Marble work gang saw cut (polished and machine cut) of thickness 18 mm for cladding over dome (veneer

work), backing filled with a grout of average 20 mm thick in lime mortar 1:2 (1 lime : 2 coarse sand),

including pointing with lime mortar 1:2 (1 lime : 2 marble dust) with an admixture of pigment to match the

marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).

13/RA‐10


JANUARY 2016

DSR 0114 Beldar day 1.01 329.00 330.65

DSR 0115 Coolie day 1.01 350.00 351.75

DSR 0128 Mate day 0.50 125.00 61.88

DSR 0102 Blacksmith 1st class day 0.41 600.00 243.00

DSR 9999 Sundries and scaffolding LS 32.29 1.78 57.48

3,157.50

31.57

3,189.07

478.36

3,667.43

10.11


DSR 7.31

Quantity of stone for 1 bracket 1 x 55 x 22.5 x 45cm =

0.056cum or 56 cudm. Considering 10% wastage61.26

DSR 1160 Red sand stone block 10 cudm 61.26 65.00 398.17

3.5lime Mortar 1:2 (1lime:2 coarse sand)for laying and

pointingCum 0.21 6,326.13 132.85



Cost of 1 Sqm

Total


Total

Add CPOH @ 15%

Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and

fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design

Details of cost for 1 bracket

MATERIAL

LABOUR:


DSR 0102 Blacksmith 1 st class day 0.07 435.00 32.19

DSR 0114 Beldar day 0.54 329.00 178.32

DSR 0115 Coolie day 0.27 329.00 89.16

DSR 0100 Bandhani day 0.54 363.00 196.75

DSR 0373 Cramp Gun metal 25x6x300 mm Each 4.00 80.00 320.00


DSR 0102 Blacksmith 1 st class day 0.04 435.00 17.54

DSR 0114 Beldar day 0.15 329.00 48.64

DSR 0115 Coolie day 0.15 329.00 48.64

DSR 0100 Bandhani day 0.15 363.00 53.67

DSR 0101 Bhisti day 0.15 363.00 53.67

DSR 0126Extra labour for ornamental finish Mason (for ornamental

stone work) 1 st classday 1.14 435.00 495.90

DSR 9999 Sundries and scaffolding brushes etc LS 265.00 1.78 471.70

4,099.00

40.99

4,139.99

621.00

4,760.99

10.12

10.12.1

Dressing charges

Total

Add CPOH @ 15%

Fixing charges

Total


Cost of 1 bracket

Red sand stone

Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured

along the slope in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 fine sand) with 12 mm diameter anchoring steel

bar, 45 cm long, fixed in each stone and supported on and including with bricks cove in lime mortar 1:1:1

(1 lime : 1 surkhi: 1 fine sand), including pointing in lime mortar 1:2 (1 lime: 2 stone dust) with an

admixture of pigment matching the stone shade

LABOUR:

14/RA‐10


JANUARY 2016


DSR 7.28.1

Chisel dressed 80cm sloping length plus 20cm bearing Area

= 2.5xl.00=2.50sqm

DSR 1164 Red sand stone slab 40 mm thick (un‐dressed) Sqm 2.75 180.00 495.00




Anchoring steel bars 12mm dia. 45cm long 5 Nos. @

0.80kg/m = 0.02qDSR 1002 Mild steel round bar 12 mm dia and below quintal 0.02 4,500.00 90.00

DSR 9999 Cutting threads and cost of nuts, washers, etc LS 67.34 1.78 119.87

DSR 9999 Pigment LS 25.00 1.78 44.50

3.8 Lime Mortar 1:2 (1 lime:2 stone dust) for pointing Cum 0.02 5,669.40 113.39


DSR 0114 Beldar day 1.80 329.00 592.20


Brick cover support 4 courses with bricks of class

designation 75 4x7+5+5=38cm girth 2.5m length DSR 9999 Cost of Brick cover support. LS 175.00 1.78 311.50

Details of cost for a chajja of 2.00 sqm (finished work)

MATERIAL

LABOUR:

Dressing charges

Fixing charges

5.6.1

Brick work in triangular gap above cover with bricks of class

designation 7.5 in lime mortar 1:1:1(1lime:1 surkhi:1 fine

sand)‐1/2x2.5x0.2x0.07=0.018cum

Cum 0.02 7,440.15 160.71

3,261.35

31.01

3,292.35

469.75

3,762.10

1,881.05

10.12.2


DSR 7.28.2

Chisel dressed 80cm sloping length plus 20cm bearing Area

= 2.5xl.00=2.50sqm

DSR 1165 white sand stone slab 40 mm thick (un‐dressed) Sqm 2.75 200.00 550.00




Anchoring steel bars 12mm dia. 45cm long 5 Nos. @

0.80kg/m = 0.02q

DSR 1002 Mild steel round bar 12 mm dia and below quintal 0.02 4,500.00 90.00

DSR 9999 Cutting threads and cost of nuts, washers, etc LS 67.34 1.78 119.87

DSR 9999 Pigment LS 25.00 1.78 44.50


Add CPOH @ 15%

Cost of 2 Sqm

Cost of 1 Sqm

White sand stone

Total


Total

Details of cost for a chajja of 2.00 sqm (finished work)

LABOUR:

Dressing charges

15/RA‐10


JANUARY 2016


DSR 0114 Beldar day 1.80 329.00 592.20


Brick cover support 4 courses with bricks of class

designation 75 4x7+5+5=38cm girth 2.5m length

=38cmx2.5m=95cm

DSR 9999 Cost of Brick cover support. LS 175.00 1.78 311.50

5.6.1

Brick work in triangular gap above cover with bricks of class

designation 7.5 in lime mortar 1:1:1(1lime:1 surkhi:1 fine

sand)‐1/2x2.5x0.2x0.07=0.018cum

Cum 0.02 7,440.15 160.71

3,316.35

31.56

3,347.90

478.08

3,825.98

1,912.99

10.13

10.13.1


DSR 7.29.1

Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm wide projection in lime mortar

1:2 (1 lime : 2 coarse sand) including pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture

of pigment matching the stone shade

Details of cost for (2.5x0.75m)= 1.875 sqm

Add CPOH @ 15%

Cost of 2 Sqm

Cost of 1 Sqm

Red sand stone

Fixing charges

Total


Total

Taking 2.5mx75cm projection + 15cm bearing = 2.5x0.9 =

2.25 sqm





DSR 9999 Pigment LS 6.25 1.78 11.13



DSR 0114 Beldar day 0.96 329.00 315.84


2,013.81

20.14

2,033.95

305.09

2,339.04

1,247.49

10.13.2


DSR 7.29.2

Dressing charges

Fixing charges

Total


Total

Add CPOH @ 15%

MATERIAL

LABOUR:

Details of cost for (2.5x0.75m)= 1.875 sqm

MATERIAL

Cost of 1.875 Sqm

Cost of 1 Sqm

White sand stone

16/RA‐10


JANUARY 2016

Taking 2.5mx75cm projection + 15cm bearing = 2.5x0.9 =

2.25 sqmDSR 1165 White sand stone slab 40 mm thick (un‐dressed) Sqm 2.25 200.00 450.00




DSR 9999 Pigment LS 6.25 1.78 11.13



DSR 0114 Beldar day 0.96 329.00 315.84


2,170.95

21.71

2,192.66

328.90

2,521.56

1,344.83

10.14


DSR 7.30

50 mm red sand stone sun‐shade (chisel‐dressed) supported on red sand stone brackets, fixed in walls with

lime mortar 1:2 (1 lime : 2 coarse sand), including finishing complete

Details of cost for window 1.6m length and 0.70m width = 1.12 sqm

LABOUR:

Dressing charges

Fixing charges

Total


Total

Add CPOH @ 15%

Cost of 1.875 Sqm

Cost of 1 Sqm

overall width 0.70+0.15=0.85 metres. Total area =

1.6x0.85=1.36sqmRed stone brackets (chisel dressed) 50mm average

thickness over all width of brackets 0.53+0.23=0.76m

2x0.3x0.76=0.46 Total 1.36+0.46 =1.82sqm Add wastage

@10% = 0.18sqm. Total = 2.00

DSR 1174 Red sand stone (50 mm thk) Sqm 2.00 175.00 350.00



3.5 Lime Mortar 1:2(1 Lime: 2 Coarse sand) Cum 0.01 6,326.13 56.94


DSR 0114 Beldar day 0.60 329.00 197.40


1,938.27

19.38

1,957.65

293.65

2,251.30

10.15

10.15.1


MATERIAL

f f g q

LABOUR:

Dressing & Fixing charges

Total


Total

Add CPOH @ 15%

Cost of 1 Sqm

Red Sand stone

Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in lime mortar

1:1:1 (1 lime : 1Surkhi:1 Fine sand), including pointing with lime mortar 1:2 (1 lime : 2 stone dust) with an

admixture of pigment matching the stone shade

17/RA‐10


JANUARY 2016

DSR 7.32.1 &

ISOR 2.19

Details of cost for cornices (30cm long 30cm deep and

7.5cm project‐iron) = 6.75cudm or 0.00675 cum.

6.6.1.1 Rate as per Item Number 6.6.1.1 of SH: cum 0.01 31,133.76 210.15

DSR 9999Extra for using stone dust powder and labour for making

cornicesL.S 6.40 1.78 11.38


DSR 0114 Beldar day 0.15 329.00 49.35

120.58

1.21

121.79

18.27140.06350.21

51,883.29

10.15.2

DSR 7.32.2Details of cost for cornices (30cm long 30cm deep and

7.5cm project‐iron) = 6.75cudm or 0.00675 cum.

6.6.2.2 Rate as per Item Number 6.6.1.2 of SOR: cum 0.01 31,797.51 214.63

DSR 9999Extra for using stone dust powder and labour for making

cornicesL.S 6.40 1.78 11.38

Add CPOH @ 15%

Cost of 0.00675 Cum

Cost of 1 Cum

MATERIAL:

MATERIAL:

LABOUR

Total


Total

White Sand stone

cornices


DSR 0114 Beldar day 0.16 329.00 51.00

124.22

1.24

125.47

18.82

144.29

358.92

53,173.39

10.16

10.16.1


DSR 7.33.1




3.5 Lime Mortar 1:2 (1 Lime: 2 Coarse sand) Cum 0.02 6,326.13 94.89


DSR 0114 Beldar day 14.37 329.00 4,726.09

DSR 9999 Sundries LS 80.73 1.78 143.70

13,786.68

137.87

Providing and fixing stone jali 40 mm thick throughout in lime mortar 1:2 (1 lime : 2 coarse sand), including

pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment, matching the stone

shade, jali slab without any chamfers etc

LABOUR

MATERIAL

Total


Total

Add CPOH @ 15%

Cost of 0.00675 Cum

Cost of 1 Cum

Red sand stone


LABOUR:

Total


18/RA‐10


JANUARY 2016

13,924.55

2,088.68

16,013.23

10.16.2

C Code Description Unit Quantity Rate in Rs Amount in Rs

DSR 7.33.2

DSR 1165 White sand stone slab 30 mm thick (un‐dressed) Sqm 1.10 200.00 220.00



3.5 Lime Mortar 1:2(1 Lime: 2 Coarse sand) Cum 0.02 6,326.13 94.89


DSR 0114 Beldar day 14.45 329.00 4,753.89

DSR 9999 Sundries LS 80.73 1.78 143.70

13,887.15

138.87

14,026.03

2,103.90

16,129.93

10.17Sandstone flooring as a plinth protection around the building using sand stone of 50mm thick & 1:1:1

lime mortar (1 lime:1surkhi:1 coarse sand) for filling up the joints.

Total

Add CPOH @ 15%

Cost of 1 Sqm

Total

Add CPOH @ 15%

Cost of 1 Sqm

White sand stone


MATERIAL

LABOUR

Total


10.17.1

C Code Description Unit Quantity Rate in Rs Amount in Rs

DSR 11.28.1



Total = 11.00 sqm

DSR 1174 Red sand stone slab 45 mm to 50 mm thick (un‐dressed) Sqm 11.00 175.00 1,925.00

DSR 9999 Carriage LS 34.06 1.78 60.63

Lime mortar 1:(1 Lime:1 surkhi: 1 Coarse sand)

i. For bedding 0.22


3.3 Lime mortar 1:1:1 (1 Lime:1 surkhi: 1 Coarse sand) 0.25 6,088.63 1,522.16


DSR 0100 Bandhani day 1.93 363.00 698.78

DSR 0115 Coolie day 0.96 329.00 316.66

DSR 0114 Bhisti day 0.47 329.00 155.45

DSR 9999 Sundries LS 150.00 1.78 267.00

7,305.55

73.06

7,378.60

1,106.79

8,485.39

848.54

10.17.2


LABOUR

Total

Red Sand stone


Material


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

White Sand stone

19/RA‐10


JANUARY 2016

DSR 11.28.2



Total = 11.00 sqm

DSR 1175 Red sand stone slab 45 mm to 50 mm thick (un‐dressed) Sqm 11.00 220.00 2,420.00

DSR 9999 Carriage LS 34.06 1.78 60.63

Lime mortar 1:(1 Lime:1 surkhi: 1 Coarse sand)

i. For bedding 0.22


3.3 Lime mortar 1:1:1 (1 Lime:1 surkhi: 1 Coarse sand) 0.25 6,088.63 1,522.16

DSR 0123 Mason Brick I Class day 5.43 435.00 2,359.88DSR 0100 Bandhani day 1.93 363.00 698.78DSR 0115 Coolie day 0.96 329.00 316.66DSR 0114 Bhisti day 0.47 329.00 155.45DSR 9999 Sundries LS 150.00 1.78 267.00

7,800.55

78.01

7,878.55

1,181.78

9,060.34

906.03

Cost of 10 Sqm

Cost of 1 Sqm


Material

Total


Total

Add CPOH @ 15%

20/RA‐10

11. TREATMENT OF CRACKS


JANUARY 2016

11.1


ISOR 9.1

3.3 Lime mortar 1:1:1 Cum 0.03 6,088.63 182.66

DSR 0006 sprayer for chemicals Days 0.05 250.00 12.50

M Rate Grouting Machine Days 0.01 1,000.00 10.00

M Rate Stone cutter machine Days 0.05 650.00 32.50

Mrate Conservator Days 0.01 1,650.00 16.50

DSR 0123 Mason 1st class Days 0.25 435.00 108.75

DSR 0114 Beldar Days 0.25 329.00 82.25

DSR 0128 Mate Days 0.05 363.00 18.15

DSR 9999 Sundries , Polimer & Scaffolding LS 89.00 1.78 158.42

621.73

6.22

627.95

94.19

722.14

72.21

11.2


DSR 8737 Stainless steel Wire mesh sqm 1.02 840.00 856.80

DSR 8666 Stainless steel screws 100 Nos 120.00 35.00 42.00

DSR 0123 Mason day 0.05 435.00 21.75

DSR 0114 Beldar day 0.05 329.00 16.45

DSR 9999 Sundries LS 48.00 1.78 85.44

1,022.44

10.22

1,032.66

154.90

1,187.56

Add CPOH @ 15%

Cost of 1 Sqm

Providing and fixing chicken wire mesh (6mm x 6mm) of 24 gauge 200 mm wide along the joints

of R.C.C. work and brick work with hooks/nails etc. complete so as to receiving the plastering

work over chicken mesh as per the direction of Engineer‐in‐charge.

Rate for 1 sqm.

Labour for cutting and fixing at any height.

Total


Total

Total


Total

Add CPOH @ 15%

Cost of 10 Rm

Cost of 1 m

11.0 TREATMENT OF CRACKS

Repairing of .5mm to 5 mm wide open joints / cracks in all types of sand stone masonry work

including scrapping of loose jointing material from cracks. The inner side to be filled/pointed

with lime mortar with wooden trowel and fixing grouting nipple from outer side as directed by

Architect. Then apply lime mortar by injection grouting through 5mm diameter nozzle through

the pre fix nipple up to total thickness of existing stone wall and removing the PVC nipple pipe,

lime moratr of mix lime & sand 1:1 mix with polymer using katha or other additives to achieve

require matching colour and including cost of all materials, labour, machinery, equipment, curing

and cleaning the site as directed.

Details of cost of 10 Rm

MATERIAL

Equipment

LABOUR

1/RA‐11


JANUARY 2016

11.3


Steel rods of 8mm Quintol 0.01 4,200.00 21.00

Labour for drilling the hole, bending and fixing

and fixing at any height.

DSR 0123 Mason day 0.09 435.00 39.15

DSR 0114 Beldar day 0.09 329.00 29.61

DSR 9999 Sundries, white cement araldite mixture LS 48.00 1.78 85.44

175.20

1.75

176.95

26.54

203.49

11.4


Stone lintel of size 450x200x50 No 1.00 150.00 150.00


DSR 0114 Beldar day 0.05 329.00 16.45

DSR 9999 Sundries, lime mortar,etc LS 20.00 1.78 35.60

223.80

2.24

226.04

33.91

259.94

11.5


Pipes, Shannels, girders, Wooden wages, etc LS 225.00 1.78 400.50

DSR 0114 Beldar day 0.70 329.00 230.30

DSR 0115 Coolie day 0.80 329.00 263.20

DSR 9999 Sundries LS 10.00 1.78 17.80

911.80

9.12

920.92

138.14

1,059.06

Add CPOH @ 15%

Cost of 1Sqm

Propping with steel to support the leaned structure ( roof and wall) using pipes, channels,

angles, girders , wooden wages to prevent further leaning/ collapse

Rate for 1 sqm.

Materials

Labour

Total


Total


Total

Add CPOH @ 15%

Cost of Each stone

Total

Total

Add CPOH @ 15%

Cost of Each rod

Stitching of cracks in brick masonry with stone lintels of 450x 200x50 mm . Chasing, grooving the

brick masonry and inserting the stone lintel. All around the stone, lime mortar should be

properly packed .

Rate of Each

Labour for chasing and grooving the brick surface and inserting the stone lintel over the lime

mortar

Steel‐rod stitching incracked stone patties, beam,and lintels.Providing and fixing stainless steel

rods of 90cms length of which 15cm on either side and cold bending at 90degrees. The stainless

steel clamps to be fixed perpendicular to the crack by drilling in stone and fixing with cement and

aradite mixture in such a way that the entire length of the rod is in complete contact of the stone

and the bent ends are fully inserted in the cracked stone. Use 316 grade stainless steel charge per

hole.steel rod charges are counted per kg.Holes with 6mm, 8mm, 10mm or 12mm dia.as per

requirement of position.

Rate of Each Rod

Total


2/RA‐11

12. DISMANTLING WORKS


JANUARY 2016

12.1

12.1.1


DSR 15.23.1

DSR 0123 Mason Brick layer first class day 0.45 435.00 195.75

DSR 0114 Beldar day 0.18 329.00 59.22

DSR 0115 Coolie day 0.36 329.00 118.44

DSR 9999 Sundries L.S 4.10 1.78 7.29

380.70

3.81

384.51

57.68

442.18

44.22

12.1.2


DSR 15.23.1 Details of cost for 10 Sqm

DSR 0123 Mason Brick layer first class day 0.89 435.00 384.98

DSR 0114 Beldar day 0.27 329.00 88.83

DSR 0115 Coolie day 0.36 329.00 118.44

DSR 9999 Sundries L.S 4.10 1.78 7.29

599.53

6.00

605.53

90.83

696.36

69.64

12.2


DSR 15.56


DSR 0114 Beldar day 0.12 329.00 39.48

DSR 0115 Coolie day 0.11 329.00 34.55

DSR 9999 Sundries and scaffolding L.S 2.86 1.78 5.09

DSR 9999Consumables like Hand gloves, safety glass and

belt, helmet L.S 150.00 1.78 267.00

781.12

7.81

788.93

118.34

907.27

90.73

Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Cost of 1 Sqm

Careful removal of existing deteriorated/ damaged/ weathered lime plaster without damaging

the surface below it.


LABOUR

Total


LABOUR

Total


Total

Add CPOH @ 15%

Cost of 10 Sqm


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

For thickness of tiles above 25 mm and up to 40 mm

12.0 DISMANTLING WORKS

Dismantling tile work in floors and roofs laid in lime mortar including stacking material within

50m lead for thickness of tiles.

For thickness of tiles above 10mm to 25 mm


LABOUR

Total

1/RA‐12


JANUARY 2016

12.3


DSR 14.17 Details of cost for 10 Sqm.

Labour for Raking


DSR 0114 Beldar day 0.64 435.00 276.66

DSR 0115 Coolie day 0.10 329.00 31.58

DSR 0101 Bhisti day 0.08 363.00 30.49

DSR 9999 Sundries L.S. 1.72 1.78 3.05

Labour for Washing

DSR 0114 Beldar day 0.53 329.00 174.37

Pumps for watering day 0.50 600.00 300.00

DSR 9999 Sundries & Contingencies L.S. 40.00 1.78 71.20

1,117.91

11.18

1,129.09

169.36

1,298.45

129.85

12.4


DSR 15.25

DSR 0114 Beldar day 2.12 329.00 698.80

DSR 0115 Coolie day 0.90 329.00 296.10

DSR 9999 Sundries L.S 9.67 1.78 17.22

1,012.11

10.12

1,022.23

153.33

1,175.57

117.56


Total

Add CPOH @ 15%

Cost of 10 Sqm

Cost of 1 Sqm

Cost of 10 Sqm

Cost of 1 Sqm

Dismantling stone slab flooring laid in lime mortar including stacking of serviceable material

and disposal of unserviceable material within 50 metres lead.


LABOUR

Total

Raking out the joints of country/Nankshahi brick, scooping out dead and decayed mortar very

slowly and carfully with scooping rods, then washing complete with hand spray pump.

Preparing the surface for replastering including disposal of rubbish with 250m lead

Total


Total

Add CPOH @ 15%

2/RA‐12

13. WOOD REPAIR WORKS


JANUARY 2016

13.1


DSR 1010 Mild Steel Plates Quintal 0.03 4,500.00 152.60

DSR 1024 Galvanised steel bolts & nuts Each 8.00 12.00 96.00

DSR 0111 Carpenter I st class Days 0.10 435.00 43.50

DSR 0114 Beldar Days 0.20 329.00 65.80

DSR 9999 Sundries & Scaffolding LS 12.00 1.78 21.36

379.26

3.79

383.06

57.46

440.52

13.2


Details of cost of 1m

DSR 1010 Mild Steel Plates Quintal 0.11 4,500.00 508.68



DSR 0114 Beldar Days 0.50 329.00 164.50


1,233.40

12.33

1,245.73

186.86

1,432.59

13.3


Details of cost of 1m

DSR 1010 L angle structural steel Quintal 0.08 4,500.00 340.20



DSR 0114 Beldar Days 0.50 329.00 164.50


1,064.92

10.65

1,075.57

161.34

1,236.90

Add CPOH @ 15%

Cost of 1m

Reinforcement of existing wooden beams with L shape Angles 70x70x6 at the bottom of the

beam

MATERIAL

LABOUR

Total


Total

LABOUR

Total


Total

Add CPOH @ 15%

Cost of 1m


Total

Add CPOH @ 15%

Cost of Each plate

Reinforcing timber beams with flitch plates that is sandwiched between two timber members to

increase the strenght of beams

MATERIAL

13.0 WOOD REPAIR WORKS

Reinforcing timber beams with steel plates of size 100 x300x12 mm with bolts and nuts

Details of cost of each steel plate

MATERIAL

LABOUR

Total

1/RA‐13


JANUARY 2016

13.4



DSR 2402 Epoxy resin Kg 4.00 150.00 600.00

DSR 9999 Saw dust LS 93.00 1.78 165.54

M Rate Conservator Days 0.75 1,650.00 1,237.50

DSR 0111 Carpenter Class I Days 0.50 393.00 196.50

DSR 0114 Beldar Days 2.00 329.00 658.00


2,900.26

29.00

2,929.26

439.39

3,368.65

1,122.88

Add Tools and Planks 1%

Total

Add CPOH @ 15%

Cost of 3 Sqm

Cost of 1 Sqm

Consolidation of woodwork with sawdust and polyster resin of low viscosity, wherein the work

needs to completed in similar application and then smoothen and finished as per the Engineer

incharge.

MATERIAL

LABOUR

Total

2/RA‐13

14. WATER PROOFING WORKS


JANUARY 2016

14.1

14.1.1


Detail of cost for 1 sqm

Labour

DSR 0114 Beldar day 0.13 329.00 43.86666667

DSR 0115 Coolie day 0.07 329.00 21.93333333

DSR 9999 Sundries L.S. 25.00 1.78 44.5

110.30

1.10

111.40

16.71

128.11

14.1.2



Material

Primer (like STP make ShaliPrime 2HB) kg 0.30 442.00 132.60

Epoxy Mortar (like STP make ShaliFix EM) kg 0.50 87.00 43.50

Net Material Cost 176.10

Freight 15.00

VAT @12.50% 23.89

Total 214.99

Application Charges (Inclusding Surface

Preparation, Primer application)Sqm 1.00 100.00 100.00

Service Tax @ 12.36% 12.36

Sub Total 327.35

Contractor Profit & O/H @ 15% 49.10

376.45

14.1.3



Material

Primer (like STP make Shali Tex)

20 ltr of primer costs Rs 103/‐ltr 0.30 5.15 1.55

APP Membrane (like STP make Super Thermolay‐

3mm)

Roll of 10 sqm costs Rs 1900/‐

Sqm 1.00 190.00 190.00

Surface Repair: In case of pot holes/cracks, the same shall be repaired with epoxy grouting system,

Epoxy Mortar or Latex.

Cost of 1 Sqm

Starting at low point from the roof, unroll the APP membrane 3mm (Non Woven Polyester of 160

gsm) (50 kgs)( 1 Mtr X 10 Mtr) roll once the priming coat is dried. Align the roll correctly and RE‐ roll

it half in alignment befor torching. Avoid shifting of the membrane while torching. Use gas burner

to heats substrate and underside to softening points. When the embossing disappears, roll forward

and press firmly against substrate to bond from the Lowe end toward and press firmly against

substrate to bond from the lower end towards the higher end. Ensure sufficient bleed on side and

end over laps. Once the half of the roll is torched properly to the substraste, unroll the balance roll

and repeat the process.

14.0 WATER PROOFING WORKS

Removing existing water proofing treatment followed by crack repairs and surface cleaning and

laying APP (Atactic Polypropylene Polymer) water proofing treatment with bituminous primer

over existing terracing with following specifications:

Removing the present treatment of waterproofing System (if any) given on the terraces and reach

the sound surface below the present waterproofing system and cleaning the surface to reach the

sound surface, remove all loose material with the help of tools and tackles from the surface and as

well as from the hair line cracks & wide cracks if any.

Total

Add Tools and Planks 1%

Total

Add CPOH @ 15%

Cost of 1 Sqm

1/RA‐14


JANUARY 2016

Wastage & Overlap @ 12% 22.80

Net Material Cost 214.35

Freight 15.00

VAT @12.50% 28.67

Total 258.01

Application Charges Sqm 1.00 100.00 100.00

Service Tax @ 12.36% 12.36

Sub Total 370.37


425.93

14.2



Material

Water Repellent Siloxane (like STP make

Shalikote SWP)

20 ltr of solution costs Rs 285/‐

ltr 6.00 14.25 85.5

VAT @12.50% 10.69

Application Charges Sqm 1.00 100.00 100.00

Service Tax @ 12.36% 12.36

Sub Total 208.55


239.83

14.3


Details of cost of 10 m

No. of nozzles for 10m= (10m/0.15m)x2 = 133

nos

3.4 Lime mortar for filling the holes Cum 0.10 5,809.72 580.97

Silicon Solvent (products like Wacker 290)‐

Assuming 400mm thk wall

Area= 0.4m x 10m = 4 sqm

for 1 Sqm= 2 litres of solvent

litre 8.00 220.00 1,760.00

DSR 0773

DSR 0983 Gusmer for spray of chemicals Days 4.00 250.00 1,000.00

Grouting Machine Days 4.00 1,000.00 4,000.00

DSR 0006 Conservator Days 1.00 1,650.00 1,650.00

M Rate Mason 1st class Days 4.00 435.00 1,740.00

Beldar Days 4.00 329.00 1,316.00

M rate Mate Days 2.00 363.00 726.00

DSR 0123 Labour for drilling holes LS 130.00 1.78 231.40


Drilling the hole in the wall to the half of the thickness of the wall while maintaining the angle of

45' and distance between two nozzles of 300mm and providing one nozzle between the two

diagonally 6" above them.

Fixing of the nozzles in the holes as the empty containers and pouring silicone solutions in

solvent and the siliconate/latex mixture are pumped under pressure in the holes and leaving

them filled so as to penetrate in the lime mortar brick wall with the gravitational force.

MATERIAL

Equipment

LABOUR

Cost of 1 Sqm

Providing protective coating of water repellent siloxane (transparent in color) through brush or

spray untill complete impregnation over completely cleaned and dried stone or plastered surface

to reduce the absorption of water.

Cost of 1 Sqm

2/RA‐14


JANUARY 2016

DSR 0128 13,449.37

DSR 9999 134.49

DSR 9999 13,583.87

2,037.58

15,621.45

1,562.14

Cost of 10 m

Cost of 1 m

Total


Total

Add CPOH @ 15%

3/RA‐14


REFERENCES

1. Building Construction, Sushil Kumar

2. Practical Handbook on Building Construction, NABHI Publication.

3. What are Lime Mortars, Gurmeet S. Rai, Paromita Desarkar, INTACH Publication

4. Why use Lime? Sangeeta Bias, INTACH Publication

5. Conservation Manual, Sir. John Marshall, Published by Calcutta Superintendent Government

Printing India, 1923

6. Delhi schedule of Rates 1972, CPWD Publication



9. Basic Schedule of Rates 2011, Department of Archaeology and Museums, Rajasthan – Jaipur

10. IS 712-1984 Specification of Building Limes

11. IS 2118-1980 Construction of Jack Arch Type of Built-Up Floor or Roof

12. IS 2250-1981 Preparation and Use of Masonry Mortars

13. IS 2394-1984 Application of Lime Plaster Finish

14. IS 3036 -1992 Laying Lime concrete for a Waterproofed Roof Finish

15. IS 3620-1979 Specification for Laterite stone Block for Masonry

16. IS 13935-2009 Seismic Evaluation, Repair and Strengthening of Masonry Building

17. Compilation of INTACH’s Estimation of Restoration Projects

18. Schedule of Rates by Mohanani, ASI Engineer

19. Integrated Schedule of Rates, RUIDP; September 2013

S.No. Item Qty. Unit Rate (Rs/Unit)

Providing and placing of anchors in cored holes of predefined

lengths, diameters & locations obtained as output from

analysis of the simulated model of the bridge using existing

material properties and geometrical conditions Coring should

be done by use of high speed low vibratory coring machine

with diamond core bits. It should impart minimal or no

vibration to the structure being strengthened. The coring

motor & bit should be capable to core at least upto 3m in

straight line.

Each patented anchor will comprise of three

components(Except Cintec RAC anchor which does not contain

any separate grout delivery pipe) detailed as below:

(a) Reinforcing Member:- Stainless steel Rebar/studd/tube of

Grade 304 conforming to BS 6323/6744/6105 & ASTM

A554/A312 as per applicability. The diameter and size of the

reinforcing members will based upon the structural

requirement of structure.

(b) Presstec Grout:- The Presstec grout is a one component dry

powder mix. Its basic ingredient includes natural mineral and

portland product with graded aggregates, including sand and

lime. The constituents, when proportioned with water,

produce a pumpable, non-shrinking grout. The grout does not

contain any epoxy & resin binders. Presstec grout is a

proprietary, pure mineral grout, conforming to German DIN

standards.

(i) DIN 1045

(ii) DIN 18200

(iii) DIN 18555

(iv) DIN 18557

(c) Sock:- This should be a specially woven polyester based

tubular sock with expansion properties to suit the diameter of

the bore hole in the substrate. The sock should have property

to expand in lateral direction only. The mesh of the sock is to

be designed to contain the aggregates of mixed grout while

still allowing the milk of grout to flow from its pores.

Annexure I

Cintec Anchor Rate List

(d) Grout Delivery Pipe:- A 10-12mm dia. PVC hollow pipe for

delivery of grout under pressure inside the sock & around the

reinforcing rebar/stud such that the grout inflates the sock all

arond the rebar/stud starting from far inside end, moving

outward towards the front & forming mechanical bond

between rebar/stud & substrate.

1

Cintec RAC Anchor of 10mm diameter hollow stainless steel

tube in cored hole of 32mm diameter and upto maximum

length of 1000mm.

1 meter 18720

2Cintec Anchor of 10mm diamter Rebar/studd in cored hole of

32mm diameter.1 meter 42720

3Cintec Anchor of 10mm diamter Rebar/studd in cored hole

between 32mm and 40mm diameter.1 meter 44460


between 40mm and 50mm diameter1 meter 46200




32mm 1 meter 49680












40mm diameter1 meter 58500






















50mm diameter1 meter 76200
























65mm diameter.1 meter 96000



















Final length & dia of anchor for strengthening of a distress, is

characterstic to distress in the structure hence, the same will

be decided on case to case basis. The above is inclusive of the

cost of manufacturing the tailor made anchors as per

structural requirements, packing of material and freight from

UK to India, custom duty and all other applicable taxes, etc.

Anchor prices are chargeable in intervals of 0.5meter. Hence if

anchor length of specific dimensions is say 6.30 meters, the

anchor rate will be calculated for 6.5meters.

NOTE:

1

2

3

4

5

6We will also like to add that since our technology is tailor made, in some cases certain

additional investigative analysis may be required for which charges will be as per actuals.

(b) Power supply for all site work including but not limiting to lighting, coring & anchor

intallation.

( c) Water as required to carry out the work.

(d) Accomodation for atleast 10 persons.

The above rates are valid for a period of 1 year from the date of this schedule.

Base exchange rate considered at 100INR = 1 GBP. Incase of fluctuation beyond 5%, the

differential rate as applicable, increase or decrease will be applicable upon 66% of the above

quoted cost.

It may be kindly be noted that the aforesaid job will be executed through our authorised

applicators only.

The above rates are inclusive of all applicable taxes as per prevailing Government regulations.

Facilities which are required to be provided free of cost for execution of the work within 50m of

work area are as below:

(a) Godown at site for storage of material. Min. space required is 200sqft & maximum space

may vary based of quantity of anchor material requrired for the project.

Annexure II

Water Proofing Quotation –Antrix Construction

ISSUE : RISING DAMPNESS

SOLUTION :Specialised chemical based Damp Proof course(For stone & Brick Masonary.)

Rate : Rs 625/rmt

ISSUE : WATERPROOFING

SOLUTION (COATING BASED) :

1) Sylaxene Based Water Repellent Coating.(Best for stone & Brick surfaces) Rate : Rs

150/sqm (2 COATS)

2) Acrylic Bituminous Coating. Rate : 210/Sqm(2 coats.)

3) Acrylic Polymer Coating. Rate : 250/Sqm (2 coats)

4) SBR Polymer Coating. Rate : 300/Sqm (2 coats)

5) Two Component Acrylic Coating.

5-a) Two Component Normal Acrylic Coating.Rate : Rs 450/sqm(2 coats)

5-b) Two Component High Elasticity Acrylic Coating.Rate : Rs 525/Sqm(2coats)

6) Elastomeric Coating. Rate : Rs 350/sqm (2 coats)

7) Epoxy Coating. Rate : Rs 625/sqm(2 coats)

8) Polyurethane(PU) Coating. Rate : Rs 1050/sqm (2 coats)

SOLUTION (MEMBRANE BASED) :

1) APP MEMBRANE Rate : Rs 410/sqm

2) Mineral Finish APP Membrane. Rate : Rs 500/sqm

3) SBS Membrane. Rate : Rs 800/sqm

4) NEOPRENE. Rate : Rs 1250/sqm

5)HYPALON. Rate : Rs 1550/sqm

6)EPDM. Rate : Rs 1200/sqm

7) UPVC MEMBRANE. Rate : Rs 1600/sqm

Some of Clients Lists are as follows.

HERITAGE STRUCTURE

1) Ramakrishna Maata Mandir.(85 year old structure). Waterproofing work completed 1 year

back.

2) Hillside Villa. (Heritage Structure of 70 year old.) Waterproofing work completed 2 years

back.

3) Devonshire. (Heritage Structure).Waterproofing work &Rising Dampness work

completed 1 year back.

4) PUSA AGRICULTURAL INSTITUTE. (Water proofing work & Structural strengthening

work in talks.

5) Vice Regal Lodge,Shimla. (Water proofing Work & Structural strengthening work in

talks.)

TECHNICAL DATA SHEET ----------------------------------------------------- Façade Division ------------------------------------------

------------ Lime Paint Verona

Technical characteristics LIME PAINT VERONA by OIKOS India is a mineral, water based paint for interior and exterior, formulated with mature lime putty that gives a smooth and matt finish. It is ideal for the restoration of prestigious buildings of historical importance where the ancient style and materials of the Italian tradition have to be maintained or proposed. The product creates a stable link with the surface, maintaining the level of vapour permeability of the support facilitating the evaporation of internal humidity. Its level of alkalinity prevents the development of mould and bacteria. LIME PAINT VERONA by OIKOS India confers to the wall a warm appearance with tones of colour typical of the ancient decorations made with lime products. LIME PAINT VERONA by OIKOS India has a low odour level, is non inflammable and is friendly to both humans and the environment.

Ideal use

Interior and exterior surfaces of prestigious / historically important buildings. Surface preparation

The surface must be dry and mature, new plasters should be left to mature for at least 30 days to allow complete carbonation of the support. Clean the surface and remove loose and flaking material. In case of restoration works, water infiltrations and leakages must be repaired. For the best results, it is recommended to apply the product on to a new, good quality plaster. On new walls or on already painted walls it is advisable to first apply PRIMER FOR LIME CYCLES by OIKOS India.

Application method

The product should be applied by brush: the first coat diluted 20 - 25%;. after 4 hours apply the second coat diluted 25 - 30% with drinkable water. Protect the surface from the rain during the first 24-48 hours from the application.

Technical characteristics: the application

Dilution 20 ÷ 30% with drinkable water Yield 5 ÷ 8 m2/l in two coats, according to surface absorbency Application tools Brush Primers PRIMER FOR LIME CYCLES by OIKOS India.

Application temperature +5°C ÷ +36°C (when relative humidity not over 80%) Drying time: tack free 1.30 h (at 20°C and relative humidity 75%) Drying time: fully cured 24 h (at 20°C and relative humidity 75%) Tools cleaning Water Important Protect the surface from the rain during the first 24-48 hours from the

application.

Technical characteristics: the product Composition Lime putty, fillers, titanium dioxide, inorganic pigments based on iron oxides

and coloured earth. Specific weight 1.5 kg/l +/- 3% (white) Texture max = 0.3 mm pH pH: 12.5-13.5 Storage temperature +2°C ÷ +36°C. Keep from freezing Fire reaction Negative when applied onto non inflammable surfaces. It is a waterbased

product with dry thickness less than 0.60 mm Water vapour permeability (Sd) 0.043 m (max allowed 2 m, DIN 52 615) Available colours Colours: White + colour chart DCS Decor Color System by OIKOS

Toxicological data

The product is free of heavy metals such as lead or chrome. It does not contain toxic solvents, aromatics or chlorides. There is no risk of any dangerous polymerization.

Note

The company Oikos India guarantees, to the best of its own technical and scientific knowledge, that the information contained in this technical data sheet is correct.Notwithstanding that indicated above, Oikos India takes no responsibility for the results obtained through the use of this product in as much as it is not possible for Oikos to check or control the application method used. For this reason, we recommend that you check carefully that each product chosen, is suitable for each individual use to which it is put

Code Unit Quantity Rate /Unit in Rs.

Amount in Rs.

MATERIAL :

NDSR Primer ( Lime Base By OIKOS India ) (One Coat) litre 1.35 305.00 411.75(@ 7.43 sqmt /litre)

NDSR Verona (Two Coat)(Oikos Mature Lime wash finish for Interior/exterior) litre 2.15 586.00 1259.90(@ 4.65 sqmt /Kg)

9999 Carriage of Material L.S. 1.56 1.70 2.65

LABOUR :

0131 Painter Day 1.20 368.00 441.600115 Coolie Day 0.60 311.00 186.600101 Bhisti Day 0.20 343.00 68.609999 Brushes, Sand Paper etc. L.S. 14.04 1.70 23.879999 Sundries L.S. 16.12 1.70 27.40

Total 2422.37Add for water charges 1 % 24.22

Total 2446.60

Add for CP & OH @ 15 % 366.99Total 2813.59

Cost of 10 sqm 2813.59Cost of 1 sqm 281.36

Say 281.00

Contact :OIKOS INDIA PVT. LTD.Ishwar Nagar, New Delhi

Description

+919266173731, +919289229990

Annexture-14Rate of Analysis and Nominclature of Item of Verona Mature Lime wash finish of interior and exterior grade for Historical Building By OIKOS India

NDSR

Providing and applying of Verona Vapour Permeable, water based Mature Lime wash finish of interior and exterior grade used for conservation and restoration of historical building, formulated by Mature Lime Putty with fillers by OIKOS India, After the cleaning of surface and removing any loose or flaking material, applied two coat of Verona Mature Lime wash finish by OIKOS India on one coat of Lime Based primer by OIKOS India of approved color and shade to achieve desired finish excluding the cost of surface preparation and scaffolding, apply by brush, roller and appropriate tools, as per manufacturer’s specification, all completes with the direction of Engineer-in-Charge.

NS Item Details of cost for 10 sqm

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