INTEGRATED SEPTEMBER - 2013 SCHEDULE Of...

Government of Rajasthan Local Self Government Department

RAJASTHAN URBAN INFRASTRUCTURE

DEVELOPMENT PROJECT (RUIDP)

INTEGRATED

SCHEDULE Of RATES

SEPTEMBER - 2013

Project Management Unit (PMU)

Rajasthan Urban Infrastructure Development Project,

AVS Building, Jawahar Circle, Malviya Nagar, Jaipur-17

Rs. 1000/-

GOVERNMENT OF RAJASTHAN

RAJASTHAN URBAN INFRASTRUCTURE

DEVELOPMENT PROJECT

(RUIDP)

INTEGRATED

SCHEDULE OF RATES

SEPTEMBER - 2013

Issued By

Project Director RUIDP

JAIPUR (Raj)

Price : Rs. 1000/-

RUIDP ii SOR SEPTEMBER 2013

RUIDP iii SOR SEPTEMBER 2013

FOREWORD

RUIDP has prepared an updated comprehensive integrated SoR for year 20013. This

has been prepared as per need assessment of the ADB in the project approval of

RUIDP Phase II. It was a challenge for the team of RUIDP to collect market rates

for the basic materials and work out the rate analysis for each item to be

incorporated in the SoR.

The market rates of the basic material has changed substantially in last two years;

so it became necessary to update the existing SoR 2011 with incorporation of

items required for the estimation and other uses for urban sector works

implemented under RUIDP.

Unban sector needs typical nature of infrastructure works, which requires extensive

Schedule of Rates catering all the sectors. Engineers of RUIDP through its learning

and experience has made an effort by accommodating various items for the

different nature of works.

Sewerage items are not available in any of the Schedule of Rates; separate chapter

is added with exhaustive items to be useful for the agencies working in this sector.

Heritage sector has also been made part of this SoR, 2013. I hope that SoR, Sep-

2013 would be equaly useful in the other department of the state.

This Schedule Rates has been prepared by M/s Ojasvi Software New Delhi under

the supervision and over all guidance of Er. G.L. Agarwal, Additional Project

Director and chairman Technical Committee. I would like to put on record my

appreciation for the dedicated and untiring efforts made by the Team RUIDP

associated in preparation of RUIDP Integrated SoR, Sept- 2013.

Schedule of Rates, 2013 is approved by the RUIDP and is made effective form 01-

10-2013.

Project Director RUIDP, Jaipur

RUIDP v SOR SEPTEMBER 2013

PREFACE

The Rajasthan Urban Infrastructure Development Project (RUIDP) has prepared

Integrated Schedule of Rates Sept 2013, for the works to be implemented under

its umbrella with the intention to accommodate various items related to multi-sector

urban infrastructure works considering larger interest of urban sector development

works under UDH & LSGD. It was also intended that the estimation based on this

SOR will provide the updated cost estimates for the benefit of analysiss and

guidance to different stakeholders in their assessments.

The updating/modification of earlier SoR, 2011 was primarily required due to

substantial increase in rates of basic material; labour; steel; petroleum products;

transportation and other materials. There had been learnings of RUIDP during its

use; and accordingly new separate chapters for sewerage and Heritage works has

been incorporated apart from addition of some new items which are generally

required for use during execution of such works.

The team of engineers having sectoral experiences were constituted to assess the

market rate by approaching the vendors personally or on phone/mail, receiving

quotations, price lists etc. to the maximum possible extent. The present basic rates

of material/ equipments/ labour etc. have been procured from the various sources

i.e. available schedule of rates of different departments i.e. PWD, MORTH,

Archeological, CPWD & codes of Bureau of India standard and Delhi Schedule of

Rates (DSR) etc.

The support of Manufacturers/venders/suppliers has made us comfortable to reach

at reasonable rates of the materials by providing their rates/catalogues. Though

best efforts has been made to procure the present basic rates of every item;

however few vendors were reluctant to provide any written document for the

support of rates and accordingly rates of some items could not be directly received

from the market. Such items have been arrived on the basis of earlier BSR rates &

experience with suitable adjustments.

Regular meetings were held with all RUIDP engineers and consultants working with

RUIDP for detailed discussions & to freeze the rates of basic material and

nomenclature of the items. The Electrical BSR has been adopted with modification

in the existing Electrical BSR of State PWD-2012 considering the major changes

prevailing in the rates of metals / materials.

The rates of items has been arrived after due consideration of the likely overheads

including financial charges for execution and reasonable contractors profit in their

rate analysis. The basic rates have been collected from various sources generally in

between April -2013 to June- 2013. These rates are therefore likely to reflect the

rates actually prevailing in the market in June-2013. However the future trend in

costs is to be watched by all concern for preparation of their updated estimates.

I am gratified for the input of Sh. O.M. Rajotiya, Financial Advisor & Er. S. K. Asopa,

Dy. PD (T) and subject expert consultants working with RUIDP for their valuable

suggestions and refinement of SoR. This attempt had been successful only due to

the extensive efforts of Engineers of RUIDP working in different sectors by ensuring

RUIDP vi SOR SEPTEMBER 2013

incorporation of related sectoral items & their proper nomenclature in the SoR

namely; Superintending Engineers - Er. B.M. Lakwal, Er. Anil Sharma, Er. Ashok

Choudhary, Er. Laduram Vishnoi and Executive Engineers - Er. Praveen Ankodia, Er.

D. R. Jangid supported by the team of engineers. The task have been completed for

its substantial revision in true sprit with the extensive work of supporting

colleagues; Er. Rakesh Garg, Er. S. S. Khiria, Er. D K Mittal, Er. K. C. Agarwal, Er.

Mahesh Garg, Er. Anil Vijayvargiya, Er. Anil Sharma, Er. L. S. Shekhawat apart from

enthusiasm of participation by new Engineers recently joined the team RUIDP.

The M/s Ojasvi Software, New Delhi with its experience of preparation of SoR for

different states/departments has also made valuable contribution in understanding

of items, rate analysis, market rates for basic materials and designing of the

Integrated SOR-2013 for RUIDP.

This Integrated Schedule of Rates, Sept-2013 has been prepared to cater the needs

of Urban Infrastructure Development to accommodate the various schedules of

rates for estimation, evaluation etc. Although every care has been taken, yet in

such complex work like this, it is possible that typographical or other error or

omissions have crept in; suggestion for improvement and corrections in this

integrated SOR / future modifications will be most welcomed from all quarters.

This Integrated Schedule of Rates 2013 has been prepared successfully under

valuable guidance of Dr. Prithvi, Project Director RUIDP, Jaipur. This work has

been made possible due to the earnest efforts of persons who have also helped

directly or indirectly to complete this work are also thankfully acknowledged.

(Er. G. L. Agarwal)

Chief Engineer cum

Addl. Project Director

RUIDP, Jaipur

RUIDP vii SOR SEPTEMBER 2013

CONTENTS

S. No NAME OF CHAPTER/ SUBHEAD PAGE NO.

COMMON WORKS

1 CARRIAGE OF MATERIALS 1

2 SITE CLEARANCE 3

3 DISMANTLING 7

4 EARTH WORK 11

5 SURVEY, TESTING, INVESTIGATION AND SITE OFFICE 17

6 MORTARS 23

ROAD WORKS

7 ROAD WORKS (Sub-base/ Bases) 25

8 ROAD WORKS (Bituminous Bases) 27

9 CEMENT CONCRETE PAVEMENTS 33

10 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES 37

11 PIPE CULVERTS 41

12 MAINTENANCE OF ROADS 43

BRIDGE WORKS

13 FOUNDATIONS 45

14 SUB-STRUCTURE & SUPER-STRUCTURE 55

15 RIVER TRAINING & PROTECTION WORKS 65

16 REPAIR & REHABILITATION 67

RUIDP viii SOR SEPTEMBER 2013


17 SEWER LINE WORKS 69

18 STP (Sewage Treatement Plant) 97

19 WATER SUPPLY 107

20 TUBE WELL 139

BUILDING WORKS

21 CONCRETE WORK 141

22 FORM WORK 145

23 REINFORCED CEMENT CONCRETE 147

24 BRICK WORK 151

25 STONE WORK (Masonry) 155

26 STONE WORK (Slabs) 157

27 MARBLE WORK 161

28 WOOD AND PVC WORK 163

29 STEEL WORK 183

30 FLOORING 187

31 ROOFING 193

32 FINISHING 201

33 REPAIRS TO BUILDINGS 209

34 WATER SUPPLY (Building) 217

35 DRAINAGE (Building) 231

36 SANITARY INSTALLATIONS 237

37 ALUMINIUM WORK 249

38 WATER PROOFING 253

39 HORTICULTURE 259

40 HERITEGE WORK 265

RUIDP ix SOR SEPTEMBER 2013


ELECTRICAL & INSTRUMENTATION

41 PVC INSULATED WIRING IN PVC CASING CAPPING 271

42 PVC INSULATED WIRING IN PVC CONDUIT 273

43 PVC INSULATED WIRING IN STEEL CONDUIT 275

44 DRAWING OF WIRES & SUBMAINS 377

45 SHEET STEEL/WOODEN BOXES 281

46 MCB, DB & RCCB 287

47 ELECTRICAL ACCESSORIES 291

48 LT PANEL & ACCESSORIES 295

49 AIR-CIRCUIT BREAKER & MCCB 301

50 SWITCH FUSE UNITS, FSU & CHANGEOVER SWITCH 309

51 LT CABLES 313

52 LT CABLE TERMINATION ACCESSORIES 321

53 HT CABLES AND JOINTS 327

54 BUS BAR CHAMBERS 329

55 EARTHING 331

56 CEILING , FRESH AIR, EXHAUST &VENTILATION FANS AND AIR CIRCULATOR 335

57 STORAGE WATER HEATER 337

58 INDOOR LIGHTING 341

59 OUTDOOR LIGHTING 349

60 OVER-HEAD LINES 357

61 TRAFFIC SIGNALS 363

62 LOCAL AREA NETWORK 369

63 HIRE CHARGES FOR PA SYSTEM & TEMPORARY LIGHTING 373

64 REPAIRING OF FANS COOLERS, PUMPS, MOTORS, FRIDGES AND AIRCONDITIONERS 375

RUIDP x SOR SEPTEMBER 2013


65 ELECTRICAL MOTOR 381

66 AIR CONDITIONING AND AIR COOLING 385

67 11KV SUB STATION EQUIPMENTS 387

68 FIRE PROTECTION WORKS 395

69 INSTRUMENTS 403

70 SOFT STARTER 405

71 DISMANTLING OF EXISTING STRUCTURE/ MISC. ITEM 407

72 SHIFTING OF OVER-HEAD LINES (Dismantling & Re Erecting the Same) 411

73 PLC PANELS 415

74 33 KV LINES & SUB STATION EQUIPMENTS 417

75 ELECTRICAL TABLES 423

76 ELECTRICAL ABBREVIATIONS 425

77 LIST OF MAKES 429

BASIC RATES

A MACHINARY 437

B LABOUR 441

C MATERIALS 443

RUIDP 1 SOR SEPTEMBER 2013

1.0 CARRIAGE OF MATERIALS

CARRIAGE OF MATERIALS (By Mechanical Means)

Code Materials Unit Rate for lead Rate beyond initial lead

Remarks

1 Km 2 Km 3 Km 4 Km 5 Km Beyond 5 Km

upto 10

Km. per Km.

Beyond 10 Km. upto

20 Km. per Km.

Beyond 20

Km. per Km.

1 2 3 4 5 6 7 8 9 10 11 12

1.1 Carriage of Materials by mechanical transport including loading, unloading and stacking ::

1.1.1 Earth Cum 56.73 65.04 73.28 81.23 88.98 7.01 5.91 4.96

1.1.2 Sand, bazri, ballast, kankar

Cum 45.38 52.03 58.62 64.98 71.18 5.61 4.72 3.97

1.1.3 Stone, boulders, gravelly material

Cum 53.39 61.22 68.97 76.45 83.74 6.60 5.56 4.67

1.1.4 Bricks 1000 Nos

121.02 138.76 156.33 173.28 189.82 14.95 12.60 10.59

1.1.5 Brick Tiles 1000 Nos

72.61 83.25 93.80 103.97 113.89 8.97 7.56 6.35

The rates will be applicable to net quantities after deduction of prescribed percentage for voids mentioned in the specification under subhead "Carriage of Materials"


CARRIAGE OF MATERIALS (By Manual Means)

Primary Lead Beyond initial lead

Code No.

Materials

Unit

Cost of carriage including loading,

unloading & stacking for first 50 m.

Every additional lead of 50 m or part thereof beyond Ist 50 m upto

9 such additional leads

Remarks

1 2 3 4 6

1.2 Carriage of materials by manual labour including loading, unloading and stacking for lead less than 0.5 Km :

1.2.1 Earth Cum 38.06 8.29

1.2.2 Sand, bazri, ballast, kankar

Cum 30.45 6.63

1.2.3 Stone, boulders, gravelly material

Cum 44.77 9.75

1.2.4 Bricks 1000 Nos

71.04 15.47

1.2.5 Brick Tiles 1000 Nos

44.40 9.67

The rate is applicable to net quantities after deduction of prescribed percentage for voids mentioned in the specifications under sub-head "Carriage of Materials"

Code No

Description Unit

Rate Rs.

1.3 Loading and unloading of stone boulder / stone aggregates / sand / canker / moorum by mechanical means. cum 81.50

1.4 Loading and Unloading of Boulders by Manual Means cum 52.00

1.5 Loading and Unloading of Cement or Steel by Manual Means and stacking. tonne 68.00


2.0 SITE CLEARANCE

Code No

Description Unit

Rate Rs.

2.1 Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level)

2.1.1 Girth from 300 mm to 600 mm each 938.00




2.1.5 Girth above 2700 mm each 6410.00

2.2 Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201. hectare 17100.00

2.3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer.

2.3.1 In area of light jungle hectare 51200.00

2.3.2 In area of thorny jungle hectare 60300.00

2.4 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.

2.4.1 Lime Concrete, cement concrete grade M-10 (1:5:10) and below cum 317.00

2.4.2 Cement Concrete Grade M-15 & M-20 and PCC blocks cum 771.00

2.4.3 Prestressed /Reinforced cement concrete with separating, cleaning, straightening and cutting of bars cum 2200.00

2.4.4 Dismantling Brick / Tile work

2.4.4.1 In lime mortar cum 181.00

2.4.4.2 In cement mortar cum 249.00

2.4.4.3 In mud mortar cum 154.00

2.4.4.4 Dry brick pitching or brick soling cum 140.00

2.4.5 Dismantling Stone Masonry

2.4.5.1 Rubble stone masonry in lime mortar cum 208.00

2.4.5.2 Rubble stone masonry in cement mortar. cum 249.00

2.4.5.3 Rubble Stone Masonry in mud mortar. cum 181.00

2.4.5.4 Dry rubble masonry cum 167.00


Code No

Description Unit

Rate Rs.

2.4.5.5 Stone pitching/ dry stone spells. cum 154.00

2.4.5.6 Boulders laid in wire crates including opening of crates and stacking dismantled materials. cum 543.00

2.4.6 Wood work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level cum 565.00

2.4.7 Steel work in all type sections up to a height of 5 metre above plinth level (Riveted work where rivet are required to be cut shall be measured and paid separately)

2.4.7.1 Including dismembering tonne 1420.00

2.4.7.2 Excluding dismembering tonne 1030.00

2.4.7.3 Extra for cutting rivets in built up steel sections. each rivet 11.00

2.5 Scraping of bricks dismantled from brick masonry including stacking.

2.5.1 In lime/Cement mortar 1000 numbers 1190.00

2.5.2 In mud mortar 1000 numbers 427.00

2.6 Scraping of Stone from dismantled stone masonry

2.6.1 In cement and lime mortar cum 479.00

2.6.2 In Mud mortar cum 102.00

2.7 Scarping plaster in lime or cement mortar from brick/ stone masonry sqm 14.50

2.8 Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.

2.8.1 Up to 600 mm dia metre 177.00

2.8.2 Above 600 mm to 900 mm dia metre 240.00

2.8.3 Above 900 mm metre 410.00

2.9 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres, stacking serviceable and unserviceable materials separately as directed by Engineer.

2.9.1 Bituminous courses cum 1020.00

2.9.2 Granular courses cum 682.00

2.10 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MoRT&H specification clause 202. cum 976.00

2.11 Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately as per MoRT&H specification clause 202. metre 61.50

2.12 Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre as per MoRT&H specification clause 202. metre 9.50


Code No

Description Unit

Rate Rs.

2.13 Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre as per MoRT&H specification clause 202. metre 14.00

2.14 Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit as per MoRT&H specification clause 202.

2.14.1 5th KM stone each 323.00

2.14.2 Ordinary KM Stone each 191.00

2.14.3 200m Stone each 38.00

2.15 Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately as per MoRT&H specification clause 202. metre 47.50

2.16 Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately as per MoRT&H specification clause 202. each 717.00


3.0 DISMANTLING

Code No

Description Unit

Rate Rs.

3.1

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.

3.1.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). cum 729.00

3.1.2 1:4:8 or leaner mix cum 447.00

3.2 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. cum 1070.00

3.3 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

3.3.1 In cement mortar cum 608.00

3.4 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.

3.4.1 For thickness of tiles 10 mm to 25 mm sqm 23.50

3.4.2 For thickness of tiles above 25 mm and upto 40 mm sqm 38.00

3.5 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :

3.5.1 Of area 3 sq. metres and below each 121.05

3.5.2 Of area beyond 3 sq. metres each 165.45

3.6 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead:

3.6.1 Of area 3 sq. metres and below each 47.95

3.6.2 Of area beyond 3 sq. metres each 63.40

3.7 Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead : cum 372.00

3.8 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. sqm 79.50

3.9 Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. sqm 35.00

3.10 Demolishing mud phaska in terracing and disposal of material within 50 metres lead. cum 262.00

3.11 Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of:

3.11.1 G.S. Sheet sqm 54.00

3.11.2 Asbestos sheet sqm 25.00


Code No

Description Unit

Rate Rs.

3.12 Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. cum 796.00

3.13 Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. sqm 74.00

3.14 Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. sqm 64.00

3.15 Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. sqm 17.50

3.16 Dismantling wooden ballies in posts and struts including stacking within 50 metres lead. metre 6.00

3.17 Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of :

3.17.1 T or L iron or pipe each 71.00

3.17.2 R.C.C. each 75.00

3.18 Cutting ballies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead. each 5.00

3.19 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. kg 11.50

3.20 Dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead. sqm 19.50

3.21 Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. sqm 23.00

3.22 Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead :

3.22.1 Upto 10 mm thick sqm 18.50

3.22.2 Thickness above 10 mm upto 25 mm sqm 24.00


3.23 Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead:

3.23.1 Thickness upto 40 mm sqm 88.50


3.24 Dismantling cement asbestos, Celotax or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. sqm 18.50

3.25 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead :

3.25.1 75 to 80 mm dia pipe. metre 22.00


Code No

Description Unit

Rate Rs.

3.25.2 100 mm dia pipe metre 23.00

3.25.3 150 mm dia pipe metre 23.50

3.26 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :

3.26.1 15 mm to 40 mm nominal bore metre 45.00

3.26.2 Above 40 mm nominal bore metre 49.50

3.27 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within 50 metre lead as per direction of Engineer-in-charge:

3.27.1 Upto 150 mm diameter metre 125.00

3.27.2 Above 150 mm dia upto 300 mm dia. metre 170.00

3.27.3 Above 300 mm diameter metre 224.00

3.28 Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge:

3.28.1 Upto 150 mm diameter metre 97.50

3.28.2 Above 150 mm diameter metre 117.00

3.29 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead as per direction of Engineer-in-charge. each 206.00

3.30 Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead as per direction of Engineer-in-charge. each 119.00

3.31 Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead. each 1500.00

3.32 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead including refilling the excavated gap. each 286.00

3.33 Dismantling of flushing cistern of any size including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. each 315.00

3.34 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres

3.34.1 Upto 150 mm diameter each 114.00

3.34.2 Above 150 mm diameter each 421.00


Code No

Description Unit

Rate Rs.

3.35 Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. each 258.00

3.36 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. sqm 16.50

3.37 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. sqm 18.50


4.0 EARTH WORK

Code No

Description Unit

Rate Rs.

4.1 Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. sqm 44.00

4.2 Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.

4.2.1 In all type of soil cum 171.00

4.2.2 In ordinary rock cum 242.00

4.2.3 In Hard Rocks

4.2.3.1 Using blasting (including blasting material) (considering serviceable material) cum 741.00

4.2.3.2 Blasting prohibited (considering serviceable material) cum 1880.00

4.3 Earth work in excavation in soil unsuitable for road construction such as marshy soil including pumping out water, removal of the same and disposal with all lift and lift upto 1 km as per MoRT&H specification clause 301. cum 194.00

4.4 Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) cum 196.00

4.5 Construction of embankment with approved materials deposited at site available from roadway cutting and excavation from drain and foundation of other structures, graded and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 as per MoRT&H specification clause 305. cum 66.00

4.6 Construction of subgrade and earthen shoulders with approved material obtained from borrow area with all lifts & leads, transporting to site, spreading, grading to required slope and compacted in layers not exceeding 200mm thickness at OMC, with vibratory roller of 80-100 KN static weight or more to attain a density 97% maximum dry density to meet requirement of table No. 300-2 as per MoRT&H specification clause 305. (Lead taken upto 5 km) cum 223.00

4.7 Construction of Embankment with Fly ash/Pond ash available from coal or lignite burning Thermal Plants as waste material conforming to table 1 of IRC: SP: 58 - 2001, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans. cum 191.00

4.8 Compacting original ground

4.8.1 Loosening upto a level of 500 mm below the subgrade level watered, graded and compacted in layers by vibratory roller 8-10 tonne to meet requirement of table 300-2 for subgrade construction as per MoRT&H specification clause 305.3.4. cum 42.00


Code No

Description Unit

Rate Rs.

4.8.2 Loosening and recompacting original ground below embankment including Loosening leveling and recompacting original ground supporting embankment to facilitate placement of of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling by vibratory roller 8-10 tonne so as to achieve minimum dry density as given in table 300-2 for embankment construction as per MoRT&H specification clause 305.3.4. cum 23.00

4.9 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.

4.9.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.

4.9.1.1 Depth upto 1.5 m cum 169.00

4.9.1.2 Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 4.9.1.1 cum 25.50





4.9.2 In ordinary rock.

4.9.2.1 Depth upto 1.5 m cum 730.00






4.9.3 In hard rock (required blasting) including Blasting materials.

4.9.3.1 Depth upto 1.5 m cum 1190.00




Code No

Description Unit

Rate Rs.




4.9.4 In hard rock (Blasting prohibited)

4.9.4.1 Depth upto 1.5 m cum 2360.00






4.10 Add extra over item no 4.9.1, 4.9.2, 4.9.3 and 4.9.4 in RUIDP SOR for excavation in saturated soil, silt and sludge where pumping or bailing out of water is required including shoring strutting where required and dewatering, where width is upto 6 metre.

4.10.1 Excavation depth from ground level 0.0 to 9.0 m

4.10.1.1 Excavation from Encountered depth of water table 0.0 to 1.5 m cum 34.00






4.11 Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50m and lift upto 1.5m. cum 95.50

4.12 Providing and fixing CLOSE timbering in foundation, trenches etc at all depth including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). sqm 122.00

4.13 Extra for planking, strutting and packing material for cavities IN CLOSE TIMBERING if required to be left permanently in position (face area of timber permanently left to be measured) sqm 1000.00

4.14 Providing and fixing OPEN timbering in foundation, trenches etc at all depth including strutting, shoring and packing cavities (wherever required) complete. sqm 63.00


Code No

Description Unit

Rate Rs.

4.15 Extra for planking, strutting and packing material for cavities IN OPEN TIMBERING if required to be left permanently in position (face area of timber permanently left to be measured) sqm 440.00

4.16 Compensation for earth, taken from private land with all lead and lift (Land to be arranged by private negotiations by the Contractor) [MOST Specification : Clause 301 to 305] cum 54.50

4.17 Supplying Chlorpyriphos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified. litre 242.00

4.18 Diluting and injecting Chlorpyriphos/ Lindane E.C. 20% with 1% concentration for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :

4.18.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sum of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: metre 11.00

4.18.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. sqm 11.00

4.18.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : sqm 96.00

4.18.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : metre 12.00

4.19 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. metre 34.00

4.20 Filling in plinth with locally available river sand under floors including watering ramming consolidating and dressing complete including cost of sand. cum 560.00

4.21 Silt clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. cum 185.00

4.22 Sludge clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr. cum 196.00

4.23 Providing Barricading for Trenches using 80 - 100 mm dia Wooden Ballies as vertical post, atleast 1.5m above ground level and atleast 30-45 cm below ground level at a spacing of 3 m. Two rows of PVC Tape (preferabley red in colour) strip barricading horizontal strip securely tied by the vertical members. Vertical members shall be painted in red and white colour. Rate is inclusive removal and cleaning of site complete in all respect. metre 66.50


Code No

Description Unit

Rate Rs.

4.24 Providing and fixing Barricading at site of work for restricting the general public using 80-100 mm dia Wooden Ballies as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 80-100 mm Wooden Ballies as horizontal members with jute russies. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis) metre 77.50

4.25 Providing and fixing Barricading at site of work for restricting the general public using 80-100 mm dia Wooden Ballies as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing suitably two rows of 100mm wide PVC Tape preferabley of red colour. The vertical members shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis) sqm 88.50

4.26 Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing suitably two rows of 100mm wide PVC Tape preferabley of red colour. The M.S. pipe shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading the hole shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis) metre 36.00

4.27 Providing and fixing Barricading at site of work for restricting the general public using 40 mm dia M.S. pipe ("B" class) as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 40 mm dia M.S. pipe ("B" class) as horizontal members with nuts & bolts. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis) metre 45.00


Code No

Description Unit

Rate Rs.

4.28 Providing and Fixing Minimum 0.63mm thick GI corrugated sheets (minimum width of each sheet shall be 60 cm) for covering the barricading in one/ two rows one above another and painting in red and white stripes as per the specifications and directions of the Engineer Incharge with proper fixing arrangements with GI limpet washers nuts and bolts complete in all respect. sqm 101.00

4.29 Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which approach is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion). sqm 171.00


5.0 SURVEY, TESTING, INVESTIGATION AND SITE OFFICE

Code No

Description Unit

Rate Rs.

5.1 Topographic Survey

5.1.1 Topographic Survey with a grid area of 15MX15M, includes all features such as structures (bridges, culverts etc.) utilities, existing roads, electric and telephone installations (both O/H as well as underground), huts, buildings, fencing and trees, oil, water and gas lines etc. using Total Station and develop a drawing in AUTO CAD format using the layering system and Geo referencing including supply of detailed drawings in appropriate scale in A-2 size complete in all respect.

5.1.1.1 For preparation of plans of built-up areas.

5.1.1.1.1 Upto 10 Hectare Hect. 1500.00

5.1.1.1.2 Add extra for more than 10 hectare Hect. 1300.00

5.1.1.2 For preparation of plans of open areas.

5.1.1.2.1 Upto 10 Hectare Hect. 1100.00

5.1.1.2.2 Add extra for more than 10 hectare Hect. 800.00

5.1.2 Topographic Survey by taking longitudinal sections at every 10m interval, cross sections at every 5m interval on either side of centerline of Road including supply of detailed drawings in appropriate scale & size in soft copy & Hard copy complete all respect as per direction of Engineer and detailed alignment plans with covering all features in a width:

5.1.2.1 Upto 10 mtrs. Km 3500.00

5.1.2.2 From 10mtrs. Upto 20 mtrs. Km 4000.00

5.1.2.3 From 20mtrs. Upto 30 mtrs. Km 4300.00

5.1.2.4 From 30 mtrs. Upto 50 mtrs. Km 4800.00

5.1.3 Fly leveling for transfer level from GTS benchmark to project area by close traverse method for fixing of temporary bench Mark as reference.

Km 300.00

5.1.4 Fly leveling from location of temporary bench benchmark along the proposed alignment at minimum 50 m interval & where the abrupt changed of levels including supply of drawing of L-section and levels in tabular form complete all respect as per direction of Engineer. (For disposal point of treated effluent and rising main of pipeline works etc.)

Km 800.00

5.1.5 Establish Bench Mark / Reference pillar of size 15 cm X 15 cm X 45 cm shall be cast in RCC of grade M-15 with a nail fixed in the centre of the top surface. The reference pillar shall be embedded in concrete up to a depth of 30 cm with CC M10 (5 cm wide all around). The balance 15 cm above ground shall be painted yellow. The spacing shall be 250m.

Each 600.00

5.1.6 Installation of GPS pillar at every 5 km. of size 300 mm x 300 mm x 900 mm in RCC of grade M-15. The pillars shall be embedded 600 mm in ground with CC M-10 grade (50 mm wide all around). The balance 300 mm above ground shall be painted yellow and pillar no marked on it.

Each 1250.00


Code No

Description Unit

Rate Rs.

5.2 Pavement Investigation and Evaluation

5.2.1 BBD Tests as per IRC: 81-1997 (Guidelines for Strengthening of Flexible Road Pavements Using Benkelman Beam Deflection Technique) and pavement evaluation

Km 4500.00

5.2.2 Test pit to obtain the existing pavement crust details and DCP test for physical characteristics of the sub-grade soil

Each 1500.00

5.2.3 Auger Boring (2 m depth) sampling/testing Each 3000.00



5.2.6 California Bearing Ratio test Each 1500.00

5.3 Material survey and Investigation

5.3.1 Identification of Quarry site, collection of samples of Stone metal/Fine Aggregate/GSB and laboratory testing viz. Flakiness and Elongation Index, Aggregate Impact Value (AIV), Specific Gravity and Water Absorption, Stripping and Coating test, Los Angeles Abrasion Value (LAV), Gradation, Specific Gravity, silt content and Fineness Modulus, Laboratory Compaction Test (Modified Proctor Test), CBR Test from NABL approved laboratory and preparation of report complete in all respect.

5.3.1.1 Stone metal samples from crushers/quarries Each 3400.00

5.3.1.2 Fine Aggregates from crushers/quarries Each 1700.00

5.3.1.3 GSB from crushers/quarries Each 3400.00

5.3.2 Identification Borrow area, borrow pits sample testing from NABL approved laboratory (Soil Classification, Sieve Analysis, Atterberg Limits, Laboratory Compaction Test (Modified Proctor Test), 4-day soaked CBR, Free swell Index)

Each 6000.00

5.4 Traffic Survey-To carry out traffic volume count survey and turning movement count survey. This traffic data will be analyzed to find out daily traffic. Peak Hour traffic volumes, turning movements, patterns etc.

5.4.1 Traffic Volume counts (3 days count)

5.4.1.1 Two Lane Road Each 21250.00

5.4.1.2 Four Lane Road Each 24250.00

5.4.2 Traffic Volume counts (7 days count)



5.4.3 Axle Load Surveys (one day)



5.4.4 Intersection Volume Count and Pedestrian/animal cross count (in Peak Hours)

Each 6250.00

5.4.5 OD Survey and Commodity movement characteristics (1 day)



Code No

Description Unit

Rate Rs.


5.5 Water Sample Tests

5.5.1 Water Quality Analysis Collecting representative sample and Physical & Chemical testing of Parameter from NABL approved laboratory as per CPHEEO manual:

PH, TDS, Taste & Odour, turbidity, magnesium, Total hardness, total alkalinity, chloride, sulphate, nitrate, fluoride, Calcium, Iron, Pesticide, Manganese, Cooper, Aluminum, Residual Chlorine, Zinc, phenolic compound, Arsenic, Cadmium, Chromium, cyanides, lead, selenium, Mercury.

Each 6400.00

5.5.2 Collecting representative sample and Bacteriological Parameter of water from NABL approved laboratory as per CPHEEO manual:

Total coliforms, faecal coliforms

Each 1600.00

5.6 Raw Sewage Analysis Collecting representative sample and Physical & Chemical testing of Parameter from NABL approved laboratory as per CPHEEO manual:

PH, Temprature, TSS, TDS, Inorganic dissolved solids,

Alkalinity as CaCO3, tatal hardness as CaCO3, chloride as Cl, sulphate as S04, Floride as F, Phosphate as P04, Ammonical Nitrogen as N, Sodium as Na, TKN, BOD at 20

0 C, COD, Silica as

SiO2, oil and grease, sulphide as S, phenolic compound and submission of report complete in all respect.

Each 6000.00

5.7 Municipal Solid Waste Sample analysis - Collecting representative sample of Municipal Solid Waste (MSW) and analyze physical and chemical Characterization and composition of each component in %age in NABL approved laboratory as per CPHEEO manual:

Various parameters for Characterization are moisture content, total solids, volatile solids of total solids, fixed solids percent of total solids, organic carbon, COD and calorific value.

Composition of each component in %age viz. Paper, Rubber, Leather & Synthetics, Metals, Inert, Plastics, Organics, Textiles, Wood & Others and submission of report complete in all respect.

Each 8000.00

5.8 Ambient Air Quality Monitoring- For parameters PM-2.5 & PM-10, SO2, NO2, CO from NABL approved laboratory and submission of report complete in all respect.

Each 5000.00

5.9 Ambient Noise Quality Monitoring - To Identify sources of noise, Noise due to traffic/transportation of vehicles, Noise due to heavy equipment operations, Duration and variations in noise over time etc. the equivalent noise levels shall be monitored (Lday and Lnight in Leq dBA) from NABL approved laboratory and submission of report complete in all respect.

Each 2000.00

5.10 Survey for identify the Existing Underground utilities: Field survey using Geo-radar system & Total Station for GIS mapping, collecting of data and plotting the details on digital map of Existing Underground utilities for a width of 15 m including supply of detailed drawings of lanes in appropriate scale & A-2 size in soft copy & Hard copy complete all respect.


Code No

Description Unit

Rate Rs.

5.10.1 (a) Water mains: Alignment using appropriate techniques and it's attributes depth of laying, diameter and material and location of pipe/ appurtenances/ meters.

(b) Location of manholes and alignment of sewers.

(c) Road levels at every intersections or 50 meters whichever is less.

(d) Present condition of available services.

5.10.1.1 Upto 2 Km Km 12000.00

5.10.1.2 Add extra from 2 to 5 Km Km 10000.00

5.10.1.3 Add extra for above 5 Km Km 8000.00

5.10.2 Excavation for taking trial pits along pipe/sewer line -Trenches/pits size 1.0mx1.0mx1.5m - for field verification for location/details of utilities, and refilling of excavated trench/pit as per standard engineering practices:

5.10.2.1 Area with Cement Concrete Roads Sq. m 1300.00

5.10.2.2 Area with Bituminous road Surface Sq. m 1200.00

5.10.2.3 Area with metal/unmetal surface Sq. m 650.00

5.10.3 Add extra on item No. 10.2 for every 0.5 m depth Sq. m 250.00

5.11 Surveys for evaluation of discharge, efficiency of pump and head losses in piping within the pump house for centrifugal pumps in existing operating conditions of each pump set.

Each 2500.00

5.12 Surveys/ Bench Test for evaluation of discharge, efficiency of pump and head losses in piping within the pump house for submersible pumps in existing operating conditions of each pump set.

Each 1250.00

5.13 Geotechnical Investigations:

5.13.1 To Analyze the soil conditions by drilling bore holes at different locations to represent soil strata to conduct Standard penetration test (SPT) for determining SBC in hole as per IS-2131 including collection of disturbed and undisturbed soil samples at every 3.0 m or at change of strata analyzing the soil or grain size, atterberg limits, bulk & dry densities, shear parameters and specific gravity. In case of rock, collection of core, calculation or RQD (Rock Quality Designation) and core recovery and comprehensive strength of rock. Geo-tech investigation to be done at different locations complete in all respect as per specifications.

5.13.1.1 In hard Soil Mtr. 1200.00

5.13.1.2 In ordinary/soft rock Mtr. 2000.00

5.13.1.3 In Hard Rock Mtr. 3500.00

13.2 Plate load test for determining SBC at a specified depth and draw load settlement curve as per Indian standard complete in all respect as per specifications. Each 35000.00

5.14 Site clearance, dagbelling and demarcation of land boundary by providing and fixing boundary stone of size 15cmx10cmx120cm (60cm below ground) stone at every 50 m interval & corner of the land and to write the length of the land boundary on corner stones from one corner to another corner by enamel paint. Mtr. 15.00

5.15 Preparation of detailed plans, elevations, sections of existing buildings.

Sq.m. 30.00


Code No

Description Unit

Rate Rs.

5.16 Socio-economic survey To collect the information regarding social and economical status of beneficiaries in terms of their livelihood in a prescribed format. The Census cum Socio-economic survey to be conducted by using questionnaire with a battery of questions to address social and economical status.

Each 25.00

5.17 Photography for the CAAP activities Each 30.00

5.18 SITE OFFICE

5.18.1 Providing, arranging, managing and maintaining 500 sq.ft. well furnished office and well equipped Laboratory with 3 tables, 10 chairs, 2 steel almirah, one computer with printer & operator, sufficient number of display etc. to the satisfaction of the Project Manager including Electrical, Water expenses etc. For execution of this item the date of start shall be considered only when the Contractor has actually rented/constructed the required premises established the office & Laboratory as per requirement. This item shall remain valid only for original contact period; no additional payment shall be made for whatsoever reason even if time extension if provided or date of completion is extended. This office and laboratory including furniture and all other equipment shall be property of contractor after completion of Project. month 18000.00

5.18.2 Providing, arranging, managing and maintaining minimum 350 sq.ft. office with two tables, 6 chairs, one steel almirah, one computer with printer & operator, sufficient number of display etc. fully furnished office to the satisfaction of the Project Manager including Electrical, Water expenses etc. For execution of this item the date of start shall be considered only when the Contractor has actually rented/constructed the required premises established the office & Laboratory as per requirement. This item shall remain valid only for original contact period; no additional payment shall be made for whatsoever reason even if time extension if provided or date of completion is extended. This office and laboratory including furniture and all other equipment shall be property of contractor after completion of Project as per specification and direction of the Engineer. month 12200.00

5.18.3 Providing, arranging, managing, and maintaining minimum 250 sq.ft. well equipped Laboratory as per specifications with two tables, 4 chairs, one steel almirah, sufficient number of display etc. to the satisfaction of the Project Manager including Electrical, Water expenses etc. For execution of this item the date of start shall be considered only when the Contractor has actually rented/constructed the required premises established the Laboratory as per requirement. This item shall remain valid only for original contact period; no additional payment shall be made for whatsoever reason even if time extension if provided or date of completion is extended. This laboratory including furniture and all other equipment shall be property of contractor after completion of Project. month 6820.00

5.18.4 Supply of laboratory equipments like Analytical Balance, Autoclave, Dissolved Oxygen Sampler, Drying Oven, Hot Plates, Incubator, Microscope, Binocular, Membrane Filter Assembly, Muffle Furnace, PH Meter portable, Refrigerator (165 ltr.), Sludge Sampler, Soxhlet extraction unit, Turbidity meter, Vacuum pump, Water bath (thermostat controlled) and Glass wares of approved make including analytical chemicals and commissioning as per technical specification and the direction of the Engineer. set 269300.00


6.0 MORTARS

Code No

Description Unit

Rate Rs.

6.1 Cement Mortar 1:1 (1 cement : 1 fine sand) cum 6320.00

6.2 Cement mortar 1:2 (1 cement : 2 fine sand). cum 4680.00





6.7 Cement mortar 1:2 (1 cement : 2 coarse sand). cum 4680.00





6.12 Cement mortar 1:2 (1 cement : 2 stone dust). cum 4350.00

6.13 Cement mortar 1:2 (1 cement : 2 marble dust). cum 4870.00

6.14 Cement mortar 1:5 (1 cement : 5 marble dust). cum 2990.00

6.15 White cement mortar 1:2 (1 white cement : 2 marble dust). cum 10600.00



6.18 Mud mortar cum 287.00


7.0 ROAD WORKS (Sub-base/ Bases)

Code No

Description Unit

Rate Rs.

7.1 Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.

7.1.1 Grading - I Material cum 1080.00

7.1.2 Grading - II Material cum 1050.00

7.1.3 Grading - III Material cum 977.00

7.2 Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.




7.3 Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.




7.4 Providing laying, spreading and compacting inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in sub base course in uniform layer on a prepared surface with motor grader and compacting with power roller etc complete as per clause 404.3.2 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete. cum 1230.00

7.5 Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete.


Code No

Description Unit

Rate Rs.

7.5.1 Hand broken - Grade-I (90-45mm) cum 1200.00

7.5.2 Hand broken - Grade-II (63-45mm) cum 1200.00

7.5.3 Crusher broken - Grade-II (63-45mm) cum 1410.00

7.5.4 Crusher broken - Grade-III (53-22.4mm) cum 1480.00

7.6 Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. cum 1300.00

7.7 Scarifying existing granular road surface, including picking up scarified material and stacking of old serviceable material within a lead of 1000 meters complete as per clause 305.4.3 of MoRT&H specification including all labour, machinery, lighting, guarding and maintenance of diversion. sqm 20.50


8.0 ROAD WORKS (Bituminous Bases)

Code No

Description Unit

Rate Rs.

8.1 Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. sqm 27.00

8.2 Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm sqm 4.50

8.3 Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. sqm 9.50

8.4 Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm sqm 4.50

8.5 Providing and laying bituminous macadam in 50/75 mm compacted thickness on prepared surface with specified graded crushed stone aggregates as per Table 500-4, Grading-II for base/ binding course, loading of aggregate with F.E. loader, heating and mixing of stone aggregate and bitumen in computerised hot mix plant, transported to site by tippers to paver, laid over a previously prepared surface with paver finisher fitted with electronic sensing device to the required grade, level and alignment and rolling with power roller and vibratory compactor as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per clause 504 of MoRT&H specification and including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of primer/ tack coat.

8.5.1 With Bitumen VG-grade 30 @ 3.3% (percentage by weight of total mix) cum 5310.00

8.5.2 With Bitumen VG-grade 30 @ 3.4% (percentage by weight of total mix) cum 5430.00

8.5.3 With CRMB 60 grade @ 3.3% (percentage by weight of total mix) cum 5160.00

8.5.4 With CRMB 60 grade @ 3.4% (percentage by weight of total mix) cum 5270.00

8.5.5 With Bitumen VG-grade 30 @ 3.3% (percentage by weight of total mix) tonne 2420.00

8.5.6 With Bitumen VG-grade 30 @ 3.4% (percentage by weight of total mix) tonne 2470.00

8.5.7 With CRMB 60 grade @ 3.3% (percentage by weight of total mix) tonne 2350.00

8.5.8 With CRMB 60 grade @ 3.4% (percentage by weight of total mix) tonne 2400.00


Code No

Description Unit

Rate Rs.

8.6 Providing and laying penetration macadam over prepared surface by providing a layer of compacted crushed coarse aggregate as per Table 500-6 using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction as per clause 505 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

8.6.1 50 mm compacted thickness with Bitumen VG-grade 30 @ 5 kg/ sqm sqm 337.00

8.6.2 75 mm compacted thickness with Bitumen VG-grade 30 @ 6.8 kg/ sqm sqm 459.00

8.7 Providing, laying and consolidation of crushed stone aggregate as per Table 500-7 on prepared surface as per built-up-spray grout specification, 75mm thick as base coarse in two layer composite construction of crushed stone aggregates using motor grader, chip spreader for key aggregate with application of bituminous binder VG-grade 30 with spray set (including cost of anti-stripping compound wherever required) @ 15 Kg/ 10 Sqm after each layer, and laying key aggregates on top of the second layer and rolling with power roller (8-10 tonne), as per clause 506 of MoRT&H Specification including all labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of primer/ tack coat. cum 3470.00

8.8 Providing and laying 50-75 mm compacted thick design mix (approved by Engineer) Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-9, 500-10 with bitumen binder set (including cost of anti-stripping compound wherever required) for base/ binder course including loading of material with F.E. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 507 of MoRT&H specification but excluding primer/tack coat, including all material, labour, machinery, lighting, guarding and maintenance of diversion.

8.8.1 Grade-II with Bitumen VG-grade 30 @ 4.25 %, lime filler @ 2% (percent by weight of total mix) cum 6820.00

8.8.2 Grade-II with Bitumen VG-grade 30 @ 4.50 %, lime filler @ 2% (percent by weight of total mix) cum 7130.00

8.8.3 Grade-II with CRMB-60 @ 4.25 %, lime filler @ 2% (percent by weight of total mix) cum 6600.00

8.8.4 Grade-II with CRMB-60 @ 4.50 %, lime filler @ 2% (percent by weight of total mix) cum 6900.00

8.8.5 Grade-II with Bitumen VG-grade 30 @ 4.25 %, lime filler @ 2% (percent by weight of total mix) tonne 2950.00

8.8.6 Grade-II with Bitumen VG-grade 30 @ 4.50 %, lime filler @ 2% (percent by weight of total mix) tonne 3090.00

8.8.7 Grade-II with CRMB-60 @ 4.25 %, lime filler @ 2% (percent by weight of total mix) tonne 2860.00


Code No

Description Unit

Rate Rs.

8.8.8 Grade-II with CRMB-60 @ 4.50 %, lime filler @ 2% (percent by weight of total mix) tonne 2990.00

8.9 Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500-15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including cost of anti-stripping compound wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.

8.9.1 35-40 mm compacted thickness (Grade-1) using Bitumen VG-grade 30 @ 4.5% (percent by weight of total mix) cum 7110.00

8.9.2 35-40 mm compacted thickness (Grade-1) using CRMB-60 @ 4.5% (percent by weight of total mix) cum 6890.00

8.9.3 25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix) cum 7710.00

8.9.4 25-30 mm compacted thickness (Grade-2) using CRMB-60 @ 5% (percent by weight of total mix) cum 7460.00

8.9.5 35-40 mm compacted thickness (Grade-1) using Bitumen VG-grade 30 @ 4.5% (percent by weight of total mix) tonne 3080.00

8.9.6 35-40 mm compacted thickness (Grade-1) using CRMB-60 @ 4.5% (percent by weight of total mix) tonne 2980.00

8.9.7 25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix) tonne 3340.00

8.9.8 25-30 mm compacted thickness (Grade-2) using CRMB-60 @ 5% (percent by weight of total mix) tonne 3230.00

8.10 Providing and laying 30-45 mm compacted thickness Bituminous Concrete as per design mix (approved by Engineer) on prepared surface with specified grade stone aggregate as per Table - 500-18 with bitumen for wearing course including loading of aggregate with F.E. loader and hot mixing of stone aggregate and bitumen (including cost of anti-stripping compound wherever required) in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensing device (as per clause 504-3.5) to the required level and grade and compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density complete as per clause 509 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.

8.10.1 Grade-II with Bitumen VG-grade 30 @ 6% (percent by weight of total mix) cum 9180.00

8.10.2 Grade-II with bitumen of grade CRMB-60 @ 6% (percent by weight of total mix) cum 8870.00


Code No

Description Unit

Rate Rs.

8.10.3 Grade-II with bitumen of grade SBS PMB-40 @ 6% (percent by weight of total mix) cum 9160.00

8.10.4 Grade-II with Bitumen VG-grade 30 @ 6% (percent by weight of total mix) tonne 3900.00

8.10.5 Grade-II with bitumen of grade CRMB-60 @ 6% (percent by weight of total mix) tonne 3760.00

8.10.6 Grade-II with bitumen of grade SBS PMB-40 @ 6% (percent by weight of total mix) tonne 3890.00

8.11 Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder as per Table 500-20 (including cost of anti-stripping compound wherever required) laid on the prepared surface, followed by a cover of crushed stone chippings of specified size (may be pre coated also) & rolling with power roller all complete as per clause 510 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

8.11.1 With 19mm crushed stone chipping 0.15 cum and binder 12 Kg per 10 Sqm - Bitumen VG-grade 30 sqm 82.50

8.11.2 With 19mm crushed stone chipping 0.15 cum and binder 12 Kg per 10 Sqm - CRMB-60 sqm 80.00

8.11.3 With 13mm crushed stone chipping 0.10 cum and binder 10 Kg per 10 Sqm - Bitumen VG-grade 30 sqm 67.00

8.11.4 With 13mm crushed stone chipping 0.10 cum and binder 10 Kg per 10 Sqm - CRMB-60 sqm 64.50

8.12 Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.

8.12.1 With Bitumen VG-grade 30 sqm 106.00

8.12.2 With bitumen of grade CRMB-60 sqm 103.00

8.13 Providing and applying liquid seal coat type "A" comprising of a layer of bituminous binder @ 9.8 kg/ 10 Sqm (including cost of anti-stripping compound wherever required) followed by a cover of stone chipping @ 0.09 cum/10 sqm of specified grading and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.



8.14 Providing and applying premixed seal coat Type "B" comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with


Code No

Description Unit

Rate Rs.

bitumen binder @ 6.8 Kg/ 10 Sqm (including cost of anti-stripping compound wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.



8.15 Providing and laying premixed seal coat using hot mix plant and paver finisher with aggregate of 6.7mm size defined as 100% passing through 11.20mm sieve and retain on 2.36mm sieve with 0.09 cum per 10 sqm premix with bitumen binder @ 4.5% and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.



8.16 Providing and laying 25 mm thick bitumen mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 (including cost of anti-stripping compound wherever required) @ 14-17% (by weight) as per job mix formula, coarse aggregate as per Table 500-32, fine aggregate as per Table 500-31 and lime stone powder as filler, prepared by using mastic cooker and laid to required level and grade after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size @ 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 degree Centigrade, protruding 1 mm to 4 mm over mastic surface, all complete including all material, labour, machinery, lighting, guarding and maintenance of diversion complete as per clause 515 of MoRT&H specification. sqm 544.00

8.17 Cost of bitumen to be added or subtracted when it varies from the job mix formula adopted in above item

8.17.1 Bitumen VG-grade 30 tonne 54600.00

8.17.2 CRMB 60 tonne 52400.00

8.18 Providing and applying low viscosity bitumen emulsion @ 8.25 kg per 10 sqm for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing including covering with 3mm stone grit as per clause 518 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. sqm 66.50

8.19 Scarifying existing bituminous road surface, including picking up scarified material and stacking of old serviceable material within a lead of 1000 meters complete as per clause 305.4.3 of MoRT&H specification including all labour, machinery, lighting, guarding and maintenance of diversion. sqm 20.00


9.0 CEMENT CONCRETE PAVEMENTS

Code No

Description Unit

Rate Rs.

9.1 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. cum 2340.00

9.2 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manualy, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. cum 2300.00

9.3 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. cum 2240.00

9.4 Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

9.4.1 PCC M-20 cum 5740.00

9.4.2 PCC M-25 cum 6030.00


Code No

Description Unit

Rate Rs.

9.4.3 PCC M-30 cum 6100.00

9.5 Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

9.5.1 PCC M-20 cum 4820.00

9.5.2 PCC M-25 cum 5110.00

9.5.3 PCC M-30 cum 5180.00

9.6 Providing and laying rolled cement concrete mix of M-10 base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve the designed flexural strength, finishing and curing complete as per clause 603, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. cum 2660.00

9.7 Providing and laying Base/sub-base using cement, sand, fly ash and coarse aggregates proportioned as per table 4 of IRC: 74/1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant transported to site, laid with a fixed form or slip form paver, spread, and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide clause 7.6.3 of IRC: 74-1979, construction joints properly formed at the end of day's work, cured for 14 days, all as specified in IRC: 74-1979 and as per approved plans complete including all material, labour, machinery, lighting, guarding and maintenance of diversion. cum 2120.00

9.8 Providing and laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the extent of 15% and sand by 10%, mixed in a batch

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