SCHEDULE “A” BILL OF QUANTITIES PART - A :...

CIDCO OF MAHARASHTRA LIMITED Sl.Pg.No.204 C.A.NO.02/CIDCO/RP/EE(PP&Q)/2010-11 Name of Work : Construction of ROB on Diva-Panvel Railway line at

Kalamboli Warehousing, second access to Taloja MIDC, at Km. 61/10-11.

SCHEDULE “A”

BILL OF QUANTITIES

PART - A : FOR NON RAILWAY SPAN Sub Part - I : Mobilization & Sub-Soil Investigation

I. NO. DESCRIPTION QTY. RATE PER AMOUNT 1. Providing all necessary

equipments and carrying out all necessary survey for establishing and marking out of the centre line of the bridge, approaches and various other components, structures and fixing the locations with necessary masonry pillars for lines, levels with theodolite, establishing and fixing necessary Temporary Bench Marks related to GTS datum including maintaining the same till the end of the work, preparing and supplying 6 copies of site survey record plan all as directed by the Engineer etc. complete.

Job 11,404.00 L.S. 11,404.00

2. Shift and locate boring/ drilling equipment from one location to another including all leads and lifts, surveying the site for establishment of bore hole location, preparation of location plans and fixing ground surface levels with reference to datum R. L. and observing ground

13.00 820.00 No. 10,660.00

CIDCO OF MAHARASHTRA LIMITED Sl.Pg.No.205 C.A.NO.02/CIDCO/RP/EE(PP&Q)/2010-11 I. NO. DESCRIPTION QTY. RATE PER AMOUNT

water level during the boring operations as directed by the Engineer.

3. Providing equipment and taking trial bores with diamond drill 100 mm dia in soil of all types as well as in hard rock including all accessories such as casing pipes, oil grease and other material as required including conveying these materials and machinery to work site and preserving the loose sample, including painting serial numbers, name of site etc. on the sample and conveying same to the head quarters or concerned office or as directed and to submit bore log report as per I S code and as directed by the Engineer etc. complete.

104.00 1,888.00 Rmt. 1,96,352.00

4. Providing tuntappa box of jungle wood of size 1.25m x 0.55m x 0.15m size for preserving core samples with all fixtures and fastening and conveying to the site office or to the head quarters as directed by Engineer.

39.00 2,108.00 No. 82,212.00

5. Collecting undisturbed soil samples at every 1.50 M depth in various strata encountered in bore holes for depth up to 8 M in soil as directed with 75mm dia and 660mm. long thin wall samples (tube returnable)

78.00 232.00 No. 18,096.00


including provision of necessary equipment and sealing with wax and transporting the sample to the approved laboratories, site office or headquarters as directed by Engineer etc. complete.

6. Carrying out soil lab tests as specified on undisturbed and disturbed soil samples for characterization of soil profile at site laboratory & submission of laboratory observation sheet, graphs etc. as per I S 2720 (latest version) as directed by Engineer. Tests which are required to be carried out in outside laboratory, shall be carried out from CIDCO Approved Lab and as directed.

a) Natural moisture content (NMC) of soils by oven drying method.

4.00 187.50 No. 750.00

b) Specific gravity “G” 4.00 187.50 No. 750.00 c) Bulk density (by core cutter

method) 4.00 137.90 No. 551.60

d) Standard P.D. test to arrive at MDD & 0MC

4.00 1,792.40 No. 7,169.60

e) Particle size distribution (by sieve analysis)

4.00 358.50 No. 1,434.00

f) Particle size distribution (by hydrometer analysis)

2.00 551.50 No. 1,103.00

g) Atterbergs limits (Liquid, Plastic limits & Shrinkage limits)

2.00 1,158.20 No. 2,316.40

h) Consolidation test of 2.00 1,103.00 No. 2,206.00


collected soil samples as directed.

i) Triaxial compression shear test unconsolidated, undrained without pore pressure.

2.00 827.25 No. 1,654.50

7. Conducting Standard Penetra-tion Test (SPT) as per specifications and as directed by Engineer and reporting the results in the form approved by the Engineer. These tests shall be conducted in overburden soil at various levels of bore holes as per relevant specifications, directives of Engineer and IS 2131 including collecting disturbed samples from the split-spoon test equipment and preserving the same in polythene bags all as directed by the Engineer for 100mm dia. bore hole including labour and material etc. complete. (Note: SPT to be carried out at every 1.5M interval in each bore hole till N value is greater than 100.)

59.00 303.00 No. 17,877.00

8. Providing & carrying out PLATE-LOAD TESTS complete with necessary & adequate kent ledge load, instrumentations for determining the safe bearing capacity of strata along with submission of reports & graphs etc. complete as per directed.

5.00 25,000.00 No. 1,25,000.00


9. Carrying out test for unconfined compressive strength of soaked and unsoaked samples of rock, including determination of % of water absorption and density.

2.00 500.00 No. 1,000.00

Total of Part - A : Sub Part - I Rs. 4,80,536.10

Total Carried over to Summary of Part - A on Sl.Pg.No.253

__________________ __________________________ Signature of Tenderer Additional Chief Engineer (RP)

Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - A : FOR NON RAILWAY SPAN Sub Part - II : Open & Pile Foundation

I. NO. DESCRIPTION QTY. RATE PER AMOUNT

1. Excavation for foundation for pile cap and open - foundation including shoring and strutting as necessary and disposing off excavated stuff with all lift and lead upto 5.0 km. including necessary refilling, including dewatering by all means if necessary, etc. complete as directed by Engineer.

a) In Soil, soft murum, hard murum, boulders and soft rock depth upto 1.5 m from ground level.

3060.00 132.75 Cum. 4,06,215.00

b) In Soil, soft murum, hard murum, boulders and soft rock from 1.5 m to 3 m from ground level.

1225.00 142.75 Cum. 1,74,868.75

c) In Soil, soft murum, hard murum, boulders and soft rock from 3 m to 4.5 m from ground level.

0.00 147.75 Cum. 0.00

d) In hard rock by chiselling, wedging, line drilling etc upto any depth below ground level.

0.00 553.00 Cum. 0.00


2. Providing and laying RMC M -15 grade with 20mm nominal size well graded stone aggregate in base layer below foundations of abutments, foundations etc. for leveling course including formwork wherever necessary and including dewatering for any length of time as required to keep the area dry during concreting and after concreting, vibrating with mechanical vibrators, including all leads and lifts, curing etc. complete with contractors labour, materials, tools and plants & including all leads and lifts etc. complete for open foundation.

350.00 3,464.00 Cum. 12,12,400.00

3. Providing and laying in situ M 35 RMC of trap / granite / gneiss metal for footing in Open foundation including necessary form work wherever necessary and including dewatering for any length of time as required to keep the area. dry during concreting and after concreting, vibrating with mechanical vibrators with contractors labour, materials, tools and plants & including all leads and lifts, curing etc. complete (excluding reinforcement).

1830.00 5,857.38 Cum. 1,07,19,005.40

3A Same as above item No.3 but for M-30 grade.

0.00 5,794.88 Cum. 0.00

3B Same as above item No.3 but for M-40 grade.

0.00 5,919.88 Cum. 0.00


4. Providing and cutting, bending, hooking, laying in position, tying with 16 gauge GI binding wire, welding TMT /Tor steel reinforcement bars (Fe 500) of various diameters, confirming to IS 1786 as per detailed drawing for all R.C.C. works, with all lifts & leads, excluding anticorrosive treatment, including all laps, chairs, spaces etc. and cost of all labour, materials, tools, plants, equipments etc. all complete as directed by “Engineer” and as per specification.

235.75 45,693.00 M.T. 1,07,72,124.75

5. Providing Fusion bonded epoxy coating to reinforcement bars in factory including all transportations as per IS-13620-1993 specification for a thickness of 175+/- 50 microns including testing of coating at plant, including careful handling, touch-up of coating, transportation & supply of the material as per detailed specification, including all leads and lifts from plant etc complete.

235.75 11,130.00 M.T. 26,23,897.50

6. Providing & applying approved quality of one coat of zinc rich epoxy primer and two coat of coal tar epoxy paint on the external faces of all RCC / CC structures to be buried under soil, as per manufacturers instructions, including

1215.00 225.00 Sqm. 2,73,375.00


preparing the surface, including all labour, material, transportation etc. complete all as per detailed specifications and as directed by the Engineer. The coal tar epoxy paint shall be of approved make & brand.

7. Disposal of excavated material beyond up to 1.0 Km. lead including loading, unloading, transporting by mechanical or other mean, stacking, spreading, leveling as directed by “Engineer” etc. complete beyond initial lead of 50 m.

0.00 55.95 Cum. 0.00

Total of Part - A : Sub Part - II Rs. 2,61,81,886.40


Notes : The Contract rates are inclusive of the following :

1 The Contractor has to submit the detailed mix design of various grades of concrete and obtain necessary approval from CIDCO before execution preferably from CIDCO laboratory. The design shall be as per IS-456-2000, but the minimum cement content shall be as per clause 3.26.2 of Particular Specifications.

2 All item rates of RMC is with all lifts and leads, with contractors labour material, tools & plants, including using pumps if required for placing the ready mix at all levels.

3 The contractor has to obtain approval of the foundations strata from competent authority of CIDCO and also ascertain the SBC value of the strata at his own cost by approved method/approved laboratory.

4 The excavation item rate is inclusive of careful removal of serviceable earth/material and stacking the same separately for reusing purpose as directed by Engineer.

5 The un useful material/earth shall be disposed off with all lifts and a lead upto 5.0km as directed by Engineer.


Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - A : FOR NON RAILWAY SPAN Sub Part - III : Sub-Structure

I. NO. DESCRIPTION QTY. RATE PER AMOUNT 1 a) Providing and laying M-40

grade RMC of trap / granite / quartzite / gneiss metal for cast in situ R.C.C. solid piers, columns` etc. including provision of “V” shaped false joints to form suitable panels on the faces to aptive design with compaction by shutter vibrator/screed vibrator/needle vibrator including form work, centering, scaffolding and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.

185.00 7,666.88 Cum. 1,418,372.80

1 a i) Same as above item No.1 a) but for M-35 grade.

0.00 7,604.38 Cum. 0.00

1 a ii) Same as above item No.1 a) but for M-45 grade.

0.00 7,729.38 Cum. 0.00

1 b) Providing and laying M-40 grade RMC of trap / granite / quartzite / gneiss metal for cast in situ R.C.C. solid piers, columns beyond 1.5 m etc. including provision of "V" shaped false joints to form suitable panels on the faces to

630.00 7,555.76 Cum. 47,60,128.80


aptive design with compaction by shutter vibrator/screed vibrator/needle vibrator including form work, centering, scaffolding and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.

1 b i) Same as above item No.1 b) but for M-35 grade.

0.00 7,493.26 Cum. 0.00

1 b ii) Same as above item No.1 b) but for M-45 grade.

0.00 7,618.26 Cum. 0.00

2 a) Providing and laying M-40 grade RMC of trap / granite / quartzite / gneiss metal for cast in situ R.C.C. Pier Caps including form work, centering, scaffolding and compaction by shutter vibrator / needle vibrator and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.

0.00 8,023.88 Cum. 0.00


0.00 7,961.38 Cum. 0.00


0.00 8,086.38 Cum. 0.00

2 b) Providing and laying M-40 grade RMC of trap / granite / quartzite / gneiss metal for cast in situ R.C.C. Pier Caps beyond 1.5 m including form work, centering, scaffolding and compaction by shutter vibrator / needle vibrator and curing, finishing and dewatering by

1030.00 7,912.76 Cum. 81,50,142.80


means of pumps, curing etc. complete as directed by Engineer.


0.00 7,850.26 Cum. 0.00


0.00 7,975.26 Cum. 0.00

3 a) Providing and laying M-40 grade RMC for R.C.C. Pedestals, Bed Block and Dirt Wall for bearing over pier caps including form work, centering, scaffolding and compaction by shutter vibrator / needle vibrator and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.

0.00 8,266.88 Cum. 0.00


0.00 8,204.38 Cum. 0.00


0.00 8,329.38 Cum. 0.00

3 b) Providing and laying M-40 grade RMC for R.C.C. Pedestals, Bed Block and Dirt Wall beyond 1.5 m for bearing over pier caps including form work, centering, scaffolding and compaction by shutter vibrator / needle vibrator and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.

105.00 8,155.76 Cum. 8,56,354.80

3 b i) Same as above item No.3 a) but for M-35 grade.

0.00 8,093.26 Cum. 0.00

CIDCO OF MAHARASHTRA LIMITED Sl.Pg.No.216 C.A.NO.02/CIDCO/RP/EE(PP&Q)/2010-11 I. NO. DESCRIPTION QTY. RATE PER AMOUNT 3 b ii) Same as above item No.3 a) but

for M-45 grade.

0.00 8,218.26 Cum. 0.00

4a) Providing, laying & fixing true to line and level POT- PTFE bearing(Fixed Pot) suitable for Fixed / triaxial movement as per drawing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless mating surface complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC-83 part I & II respectively and other parts confirming to BS-5400, section 9.1 & 9.2, clause 2006 of MORTH & IRC:83-part-III (of not less than 100 MT capacity) as directed by Engineer.

76.00 15,250.00 No. 11,59,000.00

4b) Providing, laying & fixing true to line and level POT- PTFE bearing(Fixed Pot) suitable for Fixed / triaxial movement as per drawing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless mating surface complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC-83 part I & II

4.00 16,775.00 No. 67,100.00


respectively and other parts confirming to BS-5400, section 9.1 & 9.2, clause 2006 of MORTH & IRC:83-part-III (of not less than 110 MT capacity) as directed by Engineer.

4c) Providing, laying & fixing true to line and level POT- PTFE bearing(Fixed Pot) suitable for Fixed / triaxial movement as per drawing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless mating surface complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC-83 part I & II respectively and other parts confirming to BS-5400, section 9.1 & 9.2, clause 2006 of MORTH & IRC:83-part-III (of not less than 150 MT capacity) as directed by Engineer.

12.00 22,875.00 No. 2,74,500.00

5a) Providing, laying & fixing true to line and level POT- PTFE Free sliding bearing suitable free to slide as per drawing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless mating surface

76.00 17,400.00 No. 13,22,400.00


complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC-83 part I & II respectively and other parts confirming to BS-5400, section 9.1 & 9.2, clause 2006 of MORTH & IRC:83-part-III (of not less than 100 MT capacity) as directed by Engineer.

5b) Providing, laying & fixing true to line and level POT- PTFE Free sliding bearing suitable free to slide as per drawing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless mating surface complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC-83 part I & II respectively and other parts confirming to BS-5400, section 9.1 & 9.2, clause 2006 of MORTH & IRC:83-part-III (of not less than 110 MT capacity) as directed by Engineer.

4.00 19,140.00 No. 76,560.00

5c) Providing, laying & fixing true to line and level POT- PTFE Free sliding bearing suitable free to slide as per drawing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal

12.00 26,100.00 No. 3,13,200.00


cylinder, sealing rings, dust seals, PTFE surface sliding against stainless mating surface complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC-83 part I & II respectively and other parts confirming to BS-5400, section 9.1 & 9.2, clause 2006 of MORTH & IRC:83-part-III (of not less than 150 MT capacity) as directed by Engineer.

6a) Providing, laying & fixing true to line and level POT- PTFE Guided sliding bearing suitable free to slide as per drawing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless mating surface complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC-83 part I & II respectively and other parts confirming to BS-5400, section 9.1 & 9.2, clause 2006 of MORTH & IRC:83-part-III (of not less than 100 MT capacity) as directed by Engineer.

152.00 19,550.00 No. 29,71,600.00

6b) Providing, laying & fixing true to line and level POT- PTFE Guided sliding bearing suitable free to slide as per drawing

8.00 21,505.00 No. 1,72,040.00


consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless mating surface complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC-83 part I & II respectively and other parts confirming to BS-5400, section 9.1 & 9.2, clause 2006 of MORTH & IRC:83-part-III (of not less than 110 MT capacity) as directed by Engineer.

6c) Providing, laying & fixing true to line and level POT- PTFE Guided sliding bearing suitable free to slide as per drawing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless mating surface complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC-83 part I & II respectively and other parts confirming to BS-5400, section 9.1 & 9.2, clause 2006 of MORTH & IRC:83-part-III (of not less than 150 MT capacity) as directed by Engineer.

24.00 29,325.00 No. 7,03,800.00


7. Providing and cutting, bending, hooking, laying in position, tying with 16 gauge GI binding wire, welding TMT /Tor steel reinforcement bars (Fe 500) of various diameters, confirming to IS 1786 as per detailed drawing for all R.C.C. works, with all lifts and leads, excluding anticorrosive treatment, including all laps, chairs, spaces etc. and cost of all labour, materials, tools, plants, equipments etc. all complete as directed by “ Engineer” and as per specification.

270.25 45,693.00 M.T. 1,23,48,533.25

8. Providing Fusion bonded epoxy coating to reinforcement bars in factory including all transportations as per IS-13620-1993 specification for a thickness of 175+/- 50 microns including testing of coating at plant, including careful handling, touch-up of coating, transportation & supply of the material as per detailed specification, including all leads and lifts from plant etc. complete.

270.25 11,130.00 M.T. 30,07,882.50

9. Providing & applying approved quality of one coat of zinc rich epoxy primer and two coat of coal tar epoxy paint on the external faces of all RCC / CC structures to be buried under

240.00 225.00 Sqm. 54,000.00


soil, as per manufacturers instructions, including preparing the surface, including all labour, material, transportation etc. complete all as per detailed specifications and as directed by the Engineer. The coal tar epoxy paint shall be of approved make & brand.

Total of Part - A : Sub Part - III Rs. 3,76,55,614.95



1. The Contractor has to submit the detailed mix design of various grades of concrete and obtain necessary approval from CIDCO before execution preferably from CIDCO laboratory. The design shall be as per IS-456-2000, but the minimum cement content shall be as per clause 3.26.2 of Particular Specifications.

2. All item rates of RMC is with all lifts and leads, with contractors labour material, tools & plants, including using pumps if required for placing the ready mix at all levels.


Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - A : FOR NON RAILWAY SPAN Sub Part - IV : Super-Structure

I. NO. DESCRIPTION QTY. RATE PER AMOUNT 1. Providing and casting RMC of

grade as below in controlled cement concrete of specified strength for prestressed-post-tensioned concrete work for main girder including slab cross girder, box girder etc. including casting yard, centering, form-work and scaffolding or launch-ing arrangement including necessary plant and machinery for the job, lifting, shifting, erecting in correct alignment on temporary supports over pier caps from ground, lowering on bearing shutter-vibrating, finishing, curing, including post-tensioning, strands cutting etc. complete. (excluding reinforcement) as directed by the Engineer.

a) For M-45 5875.00 8,086.38 Cum. 4,75,07,482.50 b) For M-40 0.00 8,023.88 Cum. 0.00 c) For M-50

0.00 8,148.88 Cum. 0.00

2. Providing and casting RMC of grade as below in controlled cement concrete of specified


strength for prestressed concrete work for main diaphragm including RCC cross diaphragm beams and Deck slab over precast I- girders including centering and scaffolding or launching including necessary plant and machinery for the job shuttering, vibrating, finishing, curing etc. complete (excluding reinforcement) as directed by Engineer.

a) For M-35 2510.00 7,961.38 Cum. 1,99,83,063.80 b) For M-30 0.00 7,898.88 Cum. 0.00 c) For M-40

0.00 8,023.88 Cum. 0.00

3. Providing and fixing in position to exact profile and prestressing high tensile steel as per IS-14268 class II of specified ultimate strength including cost of sheathing duct (ID 10 to 110 mm.), tube anchorage set with bearing plate, permanent wedges, preparing cable with sheathing and spacers, cement grouting of cable ducts, finishing ends in epoxy mortar, including all ancillary related to prestressing of girders, with all lead & lifts etc. complete as directed by Engineer.

155.00 1,17,186.00 M.T. 1,81,63,830.00

4. Providing and cutting, bending, hooking, laying in position, tying with 16 guage GI binding wire, welding TMT /Tor steel reinforcement bars (Fe 500) of

1242.00 45,693.00 M.T. 5,67,50,706.00


various diameters, confirming to IS 1786 as per detailed drawing for all R.C.C. works, with all lifts and leads, excluding anticorrosive treatment, including all laps, chairs, spaces etc. and cost of all labour, materials, tools, plants, equipments etc. all complete as directed by “Engineer” and as per specification.

5. Providing Fusion bonded epoxy coating to reinforcement bars as per IS - 13620 - 1993 specification for a thickness of 175 +/- 50 microns including testing of coating at plant, including careful handling, touch-up of coating, transportation & supply of the material as per detailed specification, including all leads and lifts from plant etc complete.

1242.00 11,130.00 M.T. 1,38,23,460.00

6. Providing and applying epoxy paint in 2 coats over one coat of primer to the superstructure including girder, structural steel work, decreasing the surface by solvent if required, including cleaning by sand blasting, brushing, cost of material, machinery, equipment, scaffolding, labour etc. complete as per detailed specification and as directed by

0.00 54.00 Sqm. 0.00


the Engineer, with all leads & lifts.

7. Providing and fixing expansion joint of single strip seal type elastomeric expansion joint (from approved manufacturer), catering to right or skew (less than 20 deg.) or moderately curved with maximum horizontal movement upto 40 mm, complete as per approved drawing and specifications to be installed by manufacturer/ supplier or their authorized representative ensuring compliance to the manufacturers instructions for installation, necessary approval for the material/methodology of item operation for bridge work as per drawing and/or as directed by Engineer.

445.00 17,220.00 Rmt. 76,62,900.00

8. Providing non destructive test on non-railway span of each carriage way up to the load of 500 MT as per the IRC test procedure of testing of super structures, submission of graph, test reports, conclusion etc. complete as directed by Engineer.

1.00 34,283.00 No. 34,283.00

Total of Part - A : Sub Part - IV Rs. 16,39,25,725.30


CIDCO OF MAHARASHTRA LIMITED Sl.Pg.No.227 C.A.NO.02/CIDCO/RP/EE(PP&Q)/2010-11 Notes : The Contract rates are inclusive of the following :




Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - A : FOR NON RAILWAY SPAN Sub Part - V : Fixed Items

I. NO. DESCRIPTION QTY. RATE PER AMOUNT 1. Providing and fixing in deck

slab galvanized iron 100 mm. (about 4” ) diameter drain spouts with galvanized iron U clamps, with scaffolding, including all lifts & leads, as per drawing, (0.6m long with G.I. grating) specifications and as directed by Engineer.

194.00 385.00 No. 74,690.00

2. Providing and laying along piers 100mm dia approved G.I. downtake pipe having embossed at every meter the I.S.I. mark and name of manufacturer, and having outer dia.114.30mm & weight 15.152kg/Rm with screwed sockets, joints, and necessary galvanized iron fittings such as backnuts, elbows, bends, tees, reducers, enlargers, plugs etc. including necessary drilling in holes in piers etc. applying primer and two coats of oil painting including necessary scaffolding, conveying & stacking wherever necessary as directed by the Engineer.

920.00 846.00 Rmt. 7,78,320.00


3. Providing and laying below deck slab 100mm dia approved G.I. runner pipe having embossed at every meter the I.S.I. mark and name of manufacturer, and having outer dia.114.3Omm & weight 15.152kg/Rm with screwed sockets, joints, and necessary galvanized iron fittings such as backnuts, elbows, bends, tees, reducers, enlargers, plugs etc. including necessary drilling in holes in slabs etc. applying primer and two coats of oil painting including necessary scaffolding, conveying & stacking wherever necessary as directed by the Engineer.

1160.00 846.00 Rmt. 9,81,360.00

4. Providing and laying granular sub base(GSB) as per MORTH specification of specified grading (table 401-1 or 400-2) in specified thickness layers . The item to include mechanically premixing the materials in plant, transportation to site, spreading in uniform layers with motor grader/paver finisher on a prepared subgrade, compacting with vibratory rollers till 98% of maximum dry density (IS:2720 part-8) is achieved etc. complete. The rate includes for tests on completion of each GSB Layer. The strength of each CBR layer shall be


evaluated by conducting CBR (IS:2720 Part 16 & 31) or Plate Load test using 750 mm dia. Plate, (IS:9214) for obtaining equivalent CBR value @ one test per 3000 m2 compacted surface area as per the Grading. The rate includes for all necessary material, labour, diversions, taxes, royalty, cess etc. complete.

a) For Grading-I of close-graded GSB material with minimum CBR value of 30% to be obtained on top of compacted layer (Upper sub-base).

3450.00 703.00 Cum. 24,25,350.00

b) For Grading-II of close-graded GSB material with minimum CBR value of 25% to be obtained on top of compacted layer (Lower sub-base).

0.00 615.00 Cum. 0.00

5. Providing and laying wet mixed macadam of 250mm in two layers of 125mm consolidated thickness including premixing the material with water to optimum moisture content in mechanical mix (pug mill),carriage of mixed material by tipper to site and spreading in uniform layers with motor grader in sub-base/base course on a well prepared under base and compacting with static vibratory roller of 8.10 tonnes static weight to achieve 98% of

2875.00 770.00 Cum. 22,13,750.00


M.D.D including all material, labour, lighting, guarding, barricading and maintenance of diversion, the strength of each WMM layer shall be evaluated by Plate Load Test with 750 mm dia plate IS-9214 applicable for obtaining equivalent CBR value @ one test per 3000 m2 compacted surface area etc. complete as per drawings, specifications and as directed by Engineer. The rate includes for all necessary material, labour, taxes, royalty, cess etc. complete.

6. Providing and applying primer coat with bitumen emulsion on prepared surface of granular base and spraying primer at rate of 0.60 kg/m2 using mechanical means including cleaning of road surface etc. complete as per specification.

11490.00 16.00 Sqm. 1,83,840.00

7. Providing and laying hot mix hot laid Dense Bituminous Macadam of required thickness with minimum 4.5% bitumen by weight of total mix/ depending on job mix formula & as per clause 507 of MORTH (2001) specification for road & bridges including diversion of traffic, supply of materials, heating bitumen and chips with necessary filler material in

865.00 4,860.25 Cum. 42,04,116.25


batch type or continuous type or drum mix type hot mix plant, laying dense bituminous macadam by paver finisher including compaction with vibratory roller etc. complete (excluding tack coat). The grade of bitumen shall be 60/70. The rate is inclusive of all type of taxes.

8. Providing and laying Mastic Asphalt 25 mm compacted thickness with Bitumen content @ 14%-17% by weight of total mix with bitumen of 10/20 grade as per clause No.515 of specifications for Road & Bridge works of specified thickness. The item includes all labour, providing material as per mix design and job mix formula, preparation of base, preparation of mastic asphalt, spreading, jointing, surface finishing, quality control as specified under various sub-clauses of mail clause No.515 (Excluding prime coat and tack coat) as per specification, including royalty, cess taxes etc. complete.

20825.00 464.15 Sqm. 96,65,923.75

9. Providing and laying hot mix hot laid Asphalt Concrete with bitumen minimum 6.25% by weight of total mix as per job mix formula as per clause 509 of MORTH specification for

930.00 5,589.80 Cum. 51,98,514.00


road & bridges including supplying all materials, heating bitumen and chips with necessary filler material mixing bitumen and chips in hot mix plant laying asphaltic concrete with sensor paver finisher including compaction with vibratory roller etc. complete. The grade of bitumen shall be 60/70. The rate is inclusive of all taxes. The job mix formula shall be conducted as per frequency specified by MORTH.

10. Providing and laying 22mm thick precast cement concrete chequered tiles on footpath on 75 mm thick cement mortar (1:4) bedding, including curing, cleaning etc. complete as per drawing and Sp. And of approved design & shade as directed by Engineer.

2465.00 376.20 Sqm. 9,27,333.00

11. Providing and applying tack coat by a self propelled or towed bitumen pressure sprayer for uniform spraying at uniform temperature at the rate of 100Kg/100m2 on water bound macadam surface including conveyance of all materials, transportation of bitumen from plant / factory / store to site etc. complete. The grade of bitumen shall be 60/70. The rate is inclusive of all types of taxes.

11490.00 35.25 Sqm. 4,05,022.50


12. Providing and applying tack coat by self propelled or towed bitumen pressure sprayer for uniform spraying, at uniform temperature at the rate of 50kg/100sq.m. on existing B.T surface including transportation of bitumen from plant/factory/ store to site etc. complete. The grade of bitumen shall be 60/70. The rate is inclusive of all types of taxes.

22980.00 19.15 Sqm. 4,40,067.00

13. Providing & applying Polymer Polysafe E.C (P.No. 567) synthetic elastomeric coating cum paint ready to use for bridge structure in saline so as to avoid salt penetration from marine environment & U.V effect of sunrays, fungus development and to protect the reinforcement from marine atmosphere effect in 3 coats includes scaffolding, sand blasting, clearing the surface of concrete, brushing steel reinforcement & applying polymer coating as primer, 1st coat & 2nd coat at an interval of 24hrs, 3rd approved shade & colour (but not applied on oil, grease, tar and moist surface). shall be of approved Brand & make .Spec No. as directed by Engineer. Note: Prior approval of Engineer is required.

0.00 457.00 Sqm. 0.00


14. Providing & Fixing PCC precast factory made kerb stone of 500x400x150 mm size in M-25 grade of concrete using design mix with minimum cement content as per IS 456 for moderate exposure condition including fixing in PCC 1:2:4, 250mm thick, filling the joint with CM 1:3 pointing in CM (1:3) on exposed face etc. complete including painting in two coats of oil paint to exposed surfaces, one coat of primer and excavation and disposal excavated material, making good road etc. complete. The rate is inclusive of all types of taxes.

1645.00 508.10 Rmt. 8,35,824.50

15a) Excavation for pipe trenches/ all type of foundations in earth, soil of all types, sand gravel, soft murum, hard murum, hard murum with boulders, soft rock, marine clay, soft soil etc for lift upto 1.5 m including removing excavated material upto a distance of 50 m beyond construction area, stacking and spreading as directed, including all lifts preparing the bed for bed concrete/ foundations etc complete including backfilling, inclusive of heavy dewatering either manually or mechanically by all means upto any extent excluding shoring and strutting etc. complete.

4190.00 99.67 Cum. 4,17,617.30

CIDCO OF MAHARASHTRA LIMITED Sl.Pg.No.236 C.A.NO.02/CIDCO/RP/EE(PP&Q)/2010-11 I. NO. DESCRIPTION QTY. RATE PER AMOUNT 15 b) Excavation for pipe trenches/

all type of foundations in earth, soil of all types, sand gravel, soft murum, hard murum, hard murum with boulders, soft rock, marine clay, soft soil etc for lift from 1.5 m upto 3 m including removing excavated material upto a distance of 50 m beyond construction area, stacking and spreading as directed, including all lifts preparing the bed for bed concrete/ foundations etc complete including backfilling, inclusive of heavy dewatering either manually or mechanically by all means upto any extent excluding shoring and strutting etc. complete.

1675.00 108.67 Cum. 1,82,022.25

16. Providing and laying RMC M -15 grade with 20mm nominal size well graded stone aggregate in base layer below foundations of abutments, foundations, drains etc. for leveling course including formwork wherever necessary and including dewatering for any length of time as required to keep the area dry during concreting, vibrating with mechanical vibrators, including all leads and lifts, curing etc. complete with contractors labour, materials, tools and plants & including all leads and lifts etc. complete for open foundation as per IS-456.

280.00 3,464.00 Cum. 9,69,920.00


17. Providing and laying in situ M 25 RMC of trap / granite / gneiss metal for drains(for raft, wall, slab) including necessary form work wherever necessary and including dewatering for any length of time as required to keep the area. dry during concreting, vibrating with mechanical vibrators with contractors labour, materials, tools and plants & including all leads and lifts, curing etc. complete (excluding reinforcement). As per IS-456.

1580.00 5,861.00 Cum. 92,60,380.00

18. Providing and cutting, bending, hooking, laying in position, tying with 16 guage GI binding wire, welding TMT /Tor steel reinforcement bars (Fe 500) of variousl diameters, confirming to IS 1786 as per detailed drawing for all R.C.C. works, with all lifts and leads, excluding anticorrosive treatment, including all laps, chairs, spaces etc. and cost of all labour, materials, tools, plants, equipments etc. all complete as directed by “Engineer” and as per specification.

92.00 45,693.00 M.T. 42,03,756.00

19. Providing Fusion bonded epoxy coating to reinforcement bars in factory including all transportations as per IS-13620-1993 specification for a

92.00 11,130.00 M.T. 10,23,960.00


thickness of 175+/- 50 microns including testing of coating at plant, including careful handling, touch-up of coating, transportation & supply of the material as per detailed specification, including all leads and lifts from plant etc complete.

Total of Part - A : Sub Part - V Rs. 4,43,91,766.55






Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - A : FOR NON RAILWAY SPAN Sub Part - VI : Bridge Approaches


1. Providing rubble filling behind abutments / earth retaining structure as filter medium complete as per drawing and Technical specification and as directed by Engineer. The rates are inclusive of royalty, cess, taxes etc. complete.

0.00 330.00 Cum. 0.00

2. Providing and laying PCC M -25 grade RMC with maximum 20mm nominal size well graded stone aggregate in base layer below foundations of retaining walls, abutments, foundations etc. for leveling course including form work wherever necessary and including dewatering for any length of time as required to keep the area dry during concreting, vibrating with mechanical vibrators, etc. complete with contractors labour, materials, tools and plants & including all leads and lifts etc. complete and as directed by Engineer.

0.00 2,656.00 Cum. 0.00


3. Providing, casting and erection in position pre-cast reinforced M-35 (RMC) grade facia panel/blocks, as per drawing, with necessary depth below G.L including 230mm soling and P.C.C 1:2:4 of 100mm thickness for reinforced soil embankment for approach earth retaining wall as per IRC-SP-16 with suitable corrosion protected reinforcing tie strips/mesh, of synthetic geo-grid design as specified in the tender/design including all materials, labour, curing, connection, joints, fittings, erection of panel and reinforcing, 150 mm dia perforated PVC pipe drain wrapped with geo-textile as per design, including providing RMC M-35 cast-in-situ coping beam on top of facia panel including TMT reinforcement for wall & beam as per drawing with anti-corrosive treatment (fusion bonded) etc. complete as per approved drawing and as per specifications and as directed by Engineer for all heights,(MORTH section 3100), design of wall & beam to be submitted by contractor and necessary approval to be obtained before starting the work, including submission of 10 year bank Guarantee.

2415.00 4,640.00 Sqm. 1,12,05,600.00


4. Providing & applying approved quality of one coat of zinc rich epoxy primer and two coat of coal tar epoxy paint on the internal faces of RCC wall/ CC structures to be buried under soil, as per manufacturers instructions, including preparing the surface, including all labour, material, transportation etc. complete all as per detailed specifications and as directed by the Engineer. The coal tar epoxy paint shall be of approved make & brand.

685.00 225.00 Sqm. 1,54,125.00

5 a) Providing Earth work in embankment with approved material obtained from private land, including all leads and lift, laying in layers of 20 cm to 30 cm thickness breaking clods, dressing to the required lines, curves, grade and section, watering and compaction to 97% proctor density with vibratory roller etc. complete as per drawing, specifications and as directed by Engineer. Note: i) The rate includes obtaining Quarry permit from collector Raigad District. ii) Gross volume of embankment shall be reduced by 5% for RA bills 1% for final bill payment. iii) The environmental cess at the rate of Rs.1/- per m3 shall be deducted from RA bills and final bill on gross quantity.

14740.00 237.45 Cum. 35,00,013.00


5 b) Providing Earth work in embankment with approved material obtained from excavation, including all leads and lift, laying in layers of 20 cm to 30 cm thickness breaking clods, dressing to the required lines, curves, grade and section, watering and compaction to 97% proctor density with vibratory roller etc. complete as per drawing, specifications and as directed by Engineer. Note: i) The rate includes obtaining Quarry permit from collector Raigad District. ii) Gross volume of embankment shall be reduced by 5% for RA bills 1% for final bill payment. iii) The environmental cess at the rate of Rs.1/- per m3 shall be deducted from RA bills and final bill on gross quantity.

0.00 38.00 Cum. 0.00

6. Providing and laying granular sub base (GSB) as per MORTH specification of specified grading (table 401-1 or 400-2) in specified thickness layers. The item to include mechanically premixing the materials in plant, transportation to site, spreading in uniform layers with motor grader/ paver finisher on a prepared subgrade, compacting with vibratory rollers till 98% of maximum dry density (IS:2720 part-8) is achieved etc.


complete. The rate includes for tests on completion of each GSB Layer. The strength of each CBR layer shall be evaluated by conducting CBR (IS:2720 Part 16 & 31) or Plate Load test using 750 mm dia. Plate, (IS:9214) for obtaining equivalent CBR value @ one test per 3000 m2 compacted surface area as per the Grading. The rate includes for all necessary material, labour, diversions, taxes, royalty, cess etc. complete.

a) For Grading-I of close-graded GSB material with minimum CBR value of 30% to be obtained on top of compacted layer (Upper sub-base).

1800.00 703.00 Cum. 12,65,400.00

b) For Grading-II of close-graded GSB material with minimum CBR value of 25% to be obtained on top of compacted layer (Lower sub-base).

0.00 615.00 Cum. 0.00

7. Providing and laying wet mixed macadam of 250mm in two layers of 125mm consolidated thickness including premixing the material with water to optimum moisture content in mechanical mix (pug mill), carriage of mixed material by tipper to site and spreading in uniform layers with motor grader in sub-base/base course

1500.00 770.00 Cum. 11,55,000.00


on a well prepared under base and compacting with static vibratory roller of 8/10 tones static weight to achieve 98% of M.D.D including all material, labour, lighting, guarding, barricading and maintenance of diversion, the strength of each WMM layer shall be evaluated by Plate Load Test with 750 mm dia plate IS-9214 applicable for obtaining equivalent CBR value @ one test per 3000 m2 compacted surface area etc. complete as per drawings, specifications and as directed by Engineer.

8. Providing and applying primer coat with bitumen emulsion of approved make & brand on prepared surface of granular base and spraying primer at rate of 0.60 kg/m2 using mechanical means including cleaning of road surface etc. complete.

6000.00 16.00 Sqm. 96,000.00

9. Providing and laying hot mix laid dense 50-75mm compacted thickness bituminous macadam with 3.3% bitumen by weight of total mix as base course with S 60/70 grade of bitumen for leveling course including removing irregularities, diversion of traffic, supply of all material, heating bitumen and chips mixing bitumen and

0.00 4,357.00 Cum. 0.00


chips in drum mix plant cleaning the road surface, laying bituminous macadam by paver finisher including compaction with static / vibratory roller, transportation and cost of all materials, bitumen from refinery etc. complete (excluding emulsion tack coat) as per drawings, specifications and as directed by Engineer.

10. Providing and laying hot mix hot laid Dense Bituminous Macadam of required thickness with minimum 4.5% bitumen by weight of total mix/ depending on job mix formula & as per clause 507 of MORTH (2001) specification for road & bridges including diversion of traffic, supply of materials, heating bitumen and chips with necessary filler material in batch type or continuous type or drum mix type hot mix plant, laying dense bituminous macadam by paver finisher including compaction with vibratory roller etc. complete (excluding tack coat). The grade of bitumen shall be 60/70. The rate is inclusive of all type of taxes.

390.00 4,860.25 Cum. 18,95,497.50

11. Providing and laying Mastic Asphalt 25 mm compacted thickness with Bitumen content

5150.00 464.15 Sqm. 23,90,372.50


@ 14%-17% by weight of total mix with bitumen of 10/20 grade as per clause No. 515 of specifications for Road & Bridge works (MORTH) of specified thickness. The item includes all labour, providing material as per mix design and job mix formula, preparation of base, preparation of mastic asphalt, spreading, jointing, surface finishing, quality control as specified under various sub-clauses of mail clause No.515 (Excluding prime coat and tack coat).

12. Providing and laying hot mix hot laid Bituminous Concrete with bitumen minimum 6.25% by weight of total mix as per job mix formula as per clause 509 of MORTH specification for road & bridges including supplying all materials, heating bitumen and chips with necessary filler material mixing bitumen and chips in hot mix plant laying asphaltic concrete with sensor paver finisher including compaction with vibratory roller etc. complete. The grade of bitumen shall be 60/70. The rate is inclusive of all taxes. The job mix formula shall be conducted as per frequency specified by MORTH.

210.00 5,589.80 Cum. 11,73,858.00


13. Providing PCC precast factory made kerb stone of 500x400x150 mm size in M-25 grade of concrete using design mix with minimum cement content as per IS 456 for moderate exposure condition including fixing in PCC 1:2:4, 250mm thick, filling the joint with CM 1:3 pointing in CM (1:3) on exposed face etc. complete including painting in two coats of oil paint to exposed surfaces, one coat of primer and excavation and disposal excavated material, making good road etc. complete. The rate is inclusive of all types of taxes.

645.00 508.10 Rmt. 3,27,724.50

14. Providing and applying tack coat by a self propelled or towed bitumen pressure sprayer for uniform spraying at uniform temperature at the rate of 10 Kg/10m2 on water bound macadam surface including conveyance of all materials, transportation of bitumen from plant/factory/store to site etc. complete. The grade of bitumen shall be 60/70. The rate is inclusive of all types of taxes.

6000.00 35.25 Sqm. 2,11,500.00

15. Providing and applying tack coat by self propelled or towed bitumen pressure sprayer for uniform spraying, at uniform temperature at the rate of 5.0

10295.00 19.15 Sqm. 1,97,149.25


kg/10sq.m. on existing B.T surface including transportation of bitumen from plant/factory/ store to site etc. complete. The grade of bitumen shall be 60/70. The rate is inclusive of all types of taxes.

Total of Part - A : Sub Part - VI Rs. 2,35,72,239.75




2. All item rates of RMC is with all lifts and leads, with contractors labour material, tools & plants, including using pumps if required for placing the ready mix at all levels


Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - A : FOR NON RAILWAY SPAN Sub Part - VII : Miscellaneous Items

I. NO. DESCRIPTION QTY. RATE PER AMOUNT 1. Providing and laying of hot

applied thermo plastic compound 2.5 mm thick, traffic lane edge / center lines strips 10cm. wide including reflectorising glass beads @ 250 gms. per sqm. area, thickness of 2.5 mm is exclusive of surface applied, glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc. complete with 3 years guarantee as directed by Engineer.

a) White 65.00 660.00 Sqm. 42,900.00 b) Yellow

1035.00 660.00 Sqm. 6,83,100.00

2. Supplying and fixing standard mandatory cautionary sign boards of 90 cm equilateral triangle with apex point upward prepared on fibre reinforced plate 3mm thick bonded with white retro-reflective sheeting of engineering grade, having pressure sensitive/ heat activated adhesive retro-

10.00 6,854.00 No. 68,540.00


reflective white back ground and red border and back side gray, retro-reflective symbols, letters, numerals, arrows, one M.S. angle post of 65x65x6 mm size and 3.65 meter long, inflated bottom and drilled on top and painted with one coat of epoxy primer and two coat of epoxy finish paint black and white bands of 25 cm width including G.I. fixtures etc. fixing in 1:4:8 concrete block of size 60 cmx60 cmx75 cm including transportation and fixing in P.C.C. 1:4:8 curing etc. complete.(The work to be executed with prior approval of Superintending Engineer.)

3. Providing and fixing 25mm thick marble tablet of size and description as per detailed drawings including engraving the description, filling the lead, moulded marble 1:2 cement mortar border etc. complete (size not less than 10 Sq. M) constructing in C.C 1:2:4 & B.B masonry in C.M. 1:6, plastering, finishing with ceramic tiles, moulding the marble, curing etc. complete as directed by Engineer.

2.00 5,972.00 No. 11,944.00

4. Providing and Erecting ‘W’ metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail

2980.00 3,412.50 Rmt. 1,01,69,250.00


of height 320mm, in two rows , fixed on galvanized ISMC series channel vertical post 150x75x5 mm , post 1.00m high above base plate, spaced at 2m. centre to centre, post welded on steel base plate 250mm x 250mm x 12mm thk , base plate fixed with 4 Nos 18mm dia. foundation bolts casted/grouted in kerb stone or concrete barrier , all steel parts and fitments to be galvanized by hot dip process all; fittings confirm to IS-1367 & IS-1364, metal beam rail to be fixed on vertical post with a spacer of channel section 150x75x5 mm, 330 mm in height etc complete.

5. Providing and fixing 25 mm XPM of 2.54 mm thick gauge to steel angle frame work as per detailed drawing or as directed including iron fastenings, one coat of primer, scaffolding etc. complete. (Frame work of 70 x 45 mm and covering battens of 45 x 10 mm to be paid separately.

0.00 300.00 Sqm. 0.00

6. Providing and fixing steel railing with two ISMC 100x50x5mm welded together to make box, as vertical post 1.75m high at 1.50m c/c, 65mm dia. ISI mark heavy class pipe in five horizontal rows spaced not more than 365mm c/c,

105.00 2,308.00 Rmt. 2,42,340.00


passing through vertical box post, post fixed on concrete slab or concrete barrier with base plate 250 x 250 x 10mm with four 18mm foundation bolts casted in concrete etc complete as per drawing.

7. Relocation of various services such as water supply lines, sewer lines, telephone lines, electrical services, gas pipelines, storm water drains and other railway services etc. including liasoning with concerned authorities for obtaining permissions.

a) Relocation of water supply lines.

Job 50,000.00 L.S. 50,000.00

b) Relocation of sewer lines & storm water drains.

Job 50,000.00 L.S. 50,000.00

c) Relocation of telephone lines.

Job 50,000.00 L.S. 50,000.00

d) Relocation of electrical services.

Job 50,000.00 L.S. 50,000.00

e) Relocation of Gas pipe lines. Job 50,000.00 L.S. 50,000.00 f) Relocation of Railway

services. Job 50,000.00 L.S. 50,000.00

Total of Part - A : Sub Part - VII Rs. 1,15,18,074.00



Date: Date:



SUMMARY OF PART - A (FOR NON RAILWAY SPAN)

SUB PART NO.

PARTICULARS TOTAL B/F FROM SL.PG.NO.

AMOUNT

Sub Part-I Mobilization & Sub-Soil Investigation 208 4,80,536.00Sub Part-II Open and Pile Foundation 212 2,61,81,886.00 Sub Part-III Sub-Structure 222 3,76,55,615.00Sub Part-IV Super-Structure 226 16,39,25,725.00Sub Part-V Fixed Items 238 4,43,91,767.00Sub Part-VI Bridge Approaches 248 2,35,72,240.00Sub Part-VII Miscellaneous Items 252 1,15,18,074.00 Total of Part – A Rs. 30,77,25,843.00

Total Carried over to Summary of Schedule “A” on Sl.Pg.No.304


Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - B : FOR RAILWAY SPAN Sub Part - I : Mobilization & Sub-Soil Investigation

I. NO. DESCRIPTION QTY. RATE PER AMOUNT Sub Soil Investigation Note:

The soil investigation shall be carried out under the supervision/guidance of a geotechnical Engineer and shall be in conformity with relevant IS specifications applicable to the related items of work. Further, the rates quoted below for subsoil investigation shall include the following: Supplying 6 copies of all test reports of soil, rock cores and water sample etc. in suitable containers, plastic bags, etc. as directed by the Engineer. No separate payment will be made for this item. The quantities for certain items are provisional and the option of operating these items will be at the discretion of the Engineer. These quantities may vary to any extent, depending on the site requirements and hence, there shall be no claims of any type for either reduction in quantities to any extent or deleting the item totally or for


increase in quantities to any extent.

1. Shift and locate boring/drilling equipment No from one location to another including all leads and lifts, surveying the site for establishment of bore hole location, preparation of location plans and fixing ground surface levels with reference to datum R. L. and observing ground water level during the boring operations as directed by the Engineer.

3.00 820.00 No. 2,460.00

2. Providing equipment and taking trial bores with diamond drill method 100 mm dia in soil of all types as well as in hard rock including all accessories such as casing pipes, oil grease and other material as required including conveying these materials and machinery to work site and preserving the loose sample, including painting serial numbers, name of site etc. on the sample and conveying same to the head quarters or concerned office or as directed and to submit bore log report as per I S code and as directed by the Engineer etc. complete.

24.00 1,888.00 Rmt. 45,312.00

3. Providing tuntappa box of jungle wood of size 1.25m x 0.55m x 0.15m size for

9.00 2,108.00 No. 18,972.00


preserving core samples with all fixtures and fastening and conveying to the site office or to the head quarters as directed by Engineer.

4. Collecting undisturbed soil samples at every 1.50 M depth in various strata encountered in bore holes for depth up to 8 M in soil as directed with 75mm dia and 660mm. long thin wall samples (tube returnable) including provision of necessary equipment & sealing with wax and transporting the sample to the approved laboratories, site office or headquarters as directed by Engineer etc. complete.

18.00 232.00 No. 4,176.00

5. Carrying out soil lab tests as specified on undisturbed and disturbed soil samples for characterization of soil profile at site laboratory & submission of laboratory observation sheet, graphs etc. as per I S 2720 (latest version) as directed by Engineer. Tests which are required to be carried out in outside laboratory shall be carried out from CIDCO Approved Lab and as directed.

a) Natural moisture content (NMC) of soils by open drying method.

1.00 187.50 No. 187.50

b) Specific gravity “G” 1.00 187.50 No. 187.50


c) Bulk density (by core cutter method)

1.00 137.90 No. 137.90

d) Standard P.D. test to MDD & OMC

1.00 1,792.40 No. 1,792.40

e) Particle size distribution (by sieve analysis)

1.00 358.50 No. 358.50

f) Particle size distribution (by hydrometer analysis)

1.00 551.50 No. 551.50

g) Atterbergs limits (Liquid, Plastic limits & Shrinkage limits)

1.00 1,158.20 No. 1,158.20

h) Consolidation test of collected soil samples as directed.

1.00 1,103.00 No. 1,103.00

i) Triaxial compression shear test unconsolidated undrained without pore pressure.

1.00 827.25 No. 827.25

6. Conducting Standard Penetration Test (SPT) as per specifications and as directed by Engineer and reporting the results in the form approved by the Engineer. These tests shall be conducted in overburden soil at various levels of bore holes as per relevant specifications. directives of Engineer and IS 2131 including collecting disturbed samples from the split-spoon test equipment and preserving the same in polythene bags all as directed by the Engineer for 100mm dia. bore hole including labour and material etc. complete.

14.00 303.00 No. 4,242.00


Note: SPT to be carried out at every 1.5M interval in each bore hole till N value is grater then 100.

7. Providing & carrying out plate load test complete with necessary & adequate kent ledge load, instrumentations for determining the safe bearing capacity of strata along with submission of reports & graphs etc. complete as per directed.

1.00 25,000.00 No. 25,000.00

8. Carrying out test for unconfined compressive strength of soaked and unsoaked samples of rock, including determination of % of water absorption and density.

1.00 500.00 No. 500.00

Total of Part - B : Sub Part - I Rs. 1,06,966.00

Total Carried over to Summary of Part - B on Sl.Pg.No.284


Date: Date:



SCHEDULE “A” BILL OF QUANTITIES

PART - B : FOR RAILWAY SPAN Sub Part - II : Open & Pile Foundation

I. NO. DESCRIPTION QTY. RATE PER AMOUNT 1. Excavation for foundation for

pile cap and open - foundation including shoring and strutting as necessary and disposing off excavated stuff with all lift and lead upto 5KM including necessary refilling, including dewatering by all means if necessary, etc. complete as directed by Engineer.


420.00 132.75 Cum. 55,755.00


170.00 142.75 Cum. 24,267.50


0.00 147.75 Cum. 0.00

d) In hard rock by chiselling, wedging, line drilling etc upto any depth below ground level.

0.00 553.00 Cum. 0.00

2. Providing and laying M 35 Ready Mixed Cement Concrete cast in situ pile of 1000 mm

504.00 6,282.00 Rmt. 31,66,128.00


dia., including boring piles with boring machine, each pile of appropriate load capacity as per design and of specified diameter or as directed, placed through steel shell sunk to the required depth through all strata including hard trap stone, rock, excluding provision of reinforcement but including supplying and placing of concrete by Tremie arrangements, compaction of concrete and withdrawal of steel shell, curing, chipping and dressing of RCC piles upto design cut-off level as per drawing, cleaning the reinforcement etc. complete. Item includes disposing the excavated stuff and other un-useful stuff upto a lead of 5.0 K.M (MS liner shall be paid separately).

3. Chipping and dressing upto 1.0m height of 1000mm dia. RCC piles including cleaning reinforcement and removal of dismantled materials etc. for providing piles caps.

36.00 95.00 No. 3,420.00

4. Carrying out load test on piles 2.5 times the actual load in driven position of 1200 mm dia. piles, including construction of test cap use of accessories and instruments including providing graphs as per IS code or standard

0.00 84,032.00 No. 0.00


specifications & dismantling the cap etc. & clearing the site, complete.

5. Carrying out load test on piles 1.5 times the actual load in driven position of 1000 mm dia. piles, including construction of test cap use of accessories and instruments including providing graphs as per I.S. code or standard specifications & dismantling the cap etc. & clearing the site, complete.

12.00 84,032.00 No. 10,08,384.00

6. Providing and laying RMC M -15 grade with 20mm nominal size well graded stone aggregate in base layer below foundations of abutments, foundations etc. for levelling course including formwork wherever necessary and including dewatering for any length of time as required to keep the area dry during concreting, vibrating with mechanical vibrators, including all leads and lifts, curing etc. complete with contractors labour, materials, tools and plants & including all leads and lifts etc. complete for open foundation.

30.00 3,464.00 Cum. 1,03,920.00

7. Providing and casting M-35 RMC for R.C.C, pile Caps over pile including with necessary centering and shuttering, scaffolding complete by

395.00 5857.38 Cum. 23,13,665.10


vibrating with mechanical vibrators, with contracts labour, material, tools and plants & includes all lifts & lead, finishing, curing complete including necessary dewatering during concreting (excluding reinforcement).

7a) Same as above item No.7 but for M-30 grade.

0.00 5,794.88 Cum. 0.00

7b) Same as above item No.7 but for M-40 grade.

0.00 5,919.88 Cum. 0.00

8. Providing placing and driving in position for RCC piles of 1000mm dia, 6mm thick permanent M.S. Liner up to required depth with 12 mm thick M.S. cutting edge of 0.5 m length at bottom including fabricating, cutting the M S sheet of 6 mm thick to required diameter and shape, welding the joints painting with Coal tar epoxy paint externally and driving with the help of required machineries including all materials, labours and lifts etc. complete.

72.00 44,165.00 M.T. 31,79,880.00

9. Providing and cutting, bending, hooking, laying in position, tying with 16 guage GI binding wire, welding TMT /Tor steel reinforcement bars (Fe 500) of various diameters, confirming to IS 1786 as per detailed drawing for all R.C.C. works, with all lifts and leads, excluding anticorrosive

95.45 45,693.00 M.T. 43,61,396.85


treatment, including all laps, chairs, spaces etc. and cost of all labour, materials, tools, plants, equipments etc. all complete as directed by “Engineer” and as per specification.


95.45 11,130.00 M.T. 10,62,358.50

11. Providing & applying approved quality of one coat of zinc rich epoxy primer and two coat of coal tar epoxy paint on the external faces of all RCC / CC structures to be buried under soil, as per manufacturers instructions, including preparing the surface, including all labour, material, transportation etc. complete all as per detailed specifications and as directed by the Engineer. The coal tar epoxy paint shall be of approved make & brand.

2111.00 225.00 Sqm. 4,74,975.00

12. Conducting Non destructive test (Dynamic test) on piles

36.00 4,060.00 No. 1,46,160.00


including providing required designed hammer, lifting crane, preparing reports and conclusions etc. complete as directed by Engineer.

13. Disposal of excavated material beyond upto 1.0 Km. lead including loading, unloading, transporting by mechanical or other mean, stacking, spreading, leveling as directed by "Engineer" etc. complete beyond initial lead of 50 m.

0.00 55.95 Cum. 0.00

Total of Part - B : Sub Part - II Rs. 1,59,00,310.00





3. The contractor has to obtain approval of the foundations strata from CIDCO and also ascertain the SBC value of the strata at his own cost by approved method/approved laboratory.

4. The excavation item rate is inclusive of careful removal of serviceable earth/material and stacking the same separately for reusing purpose as directed by Engineer.

5. The un useful material/earth shall be disposed off with all lifts and a lead upto 5.0km as directed by Engineer.


Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - B : FOR RAILWAY SPAN Sub Part - III : Sub-Structure


grade RMC of trap / granite / quartzite / gneiss metal for cast in situ R.C.C. solid piers, columns etc. including provision of “V” shaped false joints to form suitable panels on the faces to apptive design with compaction by shutter vibrator / screed vibrator / needle vibrator including form work, centering, scaffolding and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.

35.00 7,666.88 Cum. 2,68,340.80


0.00 7,604.38 Cum. 0.00


0.00 7,729.38 Cum. 0.00

1 b) Providing and laying M-40 grade RMC of trap / granite / quartzite / gneiss metal for cast in situ R.C.C. solid piers, columns beyond 1.5 m etc. including provision of “V”

175.00 7,555.76 Cum. 13,22,258.00


shaped false joints to form suitable panels on the faces to apptive design with compaction by shutter vibrator/screed vibrator/needle vibrator including form work, centering, scaffolding and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.


0.00 7,493.26 Cum. 0.00


0.00 7,618.26 Cum. 0.00

2 a) Providing and laying M-40 grade RMC of trap / granite / quartzite / gneiss metal for cast in situ R.C.C. Pier Caps including form work, centering, scaffolding and compaction by shutter vibrator / needle vibrator and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.

0.00 8,023.88 Cum. 0.00


0.00 7,961.38 Cum. 0.00


0.00 8,086.38 Cum. 0.00

2 b) Providing and laying M-40 grade RMC of trap / granite / quartzite / gneiss metal for cast in situ R.C.C. Pier Caps beyond

220.00 7,912.76 Cum. 17,40,807.20


1.5 m including form work, centering, scaffolding and compaction by shutter vibrator / needle vibrator and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.


0.00 7,850.26 Cum. 0.00


0.00 7,975.26 Cum. 0.00


0.00 8,266.88 Cum. 0.00


0.00 8,204.38 Cum. 0.00


0.00 8,329.38 Cum. 0.00

3 b) Providing and laying M-40 grade RMC for R.C.C. Pedestals, Bed Block and Dirt Wall beyond 1.5 m for bearing over pier caps including form work, centering, scaffolding and compaction by shutter

15.00 8,155.76 Cum. 1,22,336.40


vibrator / needle vibrator and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.


0.00 8,093.26 Cum. 0.00

3 b ii) Same as above item No.3 a) but for M-45 grade.

0.00 8,218.26 Cum. 0.00

4. Providing, laying & fixing true to line and level POT- PTFE bearing(Fixed Pot) suitable for Fixed / triaxial movement as per drawing consisting of a metal piston supported by a disc or un-reinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless mating surface complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC-83 part I & II respectively and other parts confirming to BS-5400, section 9.1 & 9.2, clause 2006 of MORTH & IRC:83-part-III (of not less than 180 MT capacity) as directed by Engineer.

8.00 27,450.00 No. 2,19,600.00

5. Providing, laying & fixing true to line and level POT- PTFE Free sliding bearing suitable free to slide as per drawing consisting of a metal piston

8.00 31,320.00 No. 2,50,560.00


supported by a disc or un-reinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless mating surface complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC-83 part I & II respectively and other parts confirming to BS-5400, section 9.1 & 9.2, clause 2006 of MORTH & IRC:83-part-III (of not less than 180 MT capacity) as directed by Engineer.

6. Providing, laying & fixing true to line and level POT- PTFE Guided sliding bearing suitable free to slide as per drawing consisting of a metal piston supported by a disc or un-reinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless mating surface complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC-83 part I & II respectively and other parts confirming to BS-5400, section 9.1 & 9.2, clause 2006 of MORTH & IRC:83-part-III (of not less than 160 MT capacity) as directed by Engineer.

16.00 31,280.00 No. 5,00,480.00


7. Providing and cutting, bending, hooking, laying in position, tying with 16 guage GI binding wire, welding TMT /Tor steel reinforcement bars (Fe 500) of various diameters, confirming to IS 1786 as per detailed drawing for all R.C.C. works, with all lifts and leads, excluding anticorrosive treatment, including all laps, chairs, spaces etc. and cost of all labour, materials, tools, plants, equipments etc. all complete as directed by “Engineer” and as per specification.

63.25 45,693.00 M.T. 28,90,082.25


63.25 11,130.00 M.T. 7,03,972.50

9. Providing & applying approved quality of one coat of zinc rich epoxy primer and two coat of coal tar epoxy paint on the external faces of all RCC / CC structures to be buried under soil, as per manufacturers

30.00 225.00 Sqm. 6,750.00


instructions, including preparing the surface, including all labour, material, transportation etc. complete all as per detailed specifications and as directed by the Engineer. The coal tar epoxy paint shall be of approved make & brand.

Total of Part - B : Sub Part - III Rs. 80,25,187.00






Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - B : FOR RAILWAY SPAN Sub Part - IV : Super-Structure


1. Providing and casting RMC of grade as below in controlled cement concrete of specified strength for prestressed-post-tensioned concrete work for main girder including slab cross girder, box girder etc., including casting yard, centering, form work and scaffolding or launching arrangement including necessary plant and machinery for the job, lifting, shifting, erecting in correct alignment on temporary supports over pier caps from ground, lowering on bearing shutter-vibrating, finishing, curing, including post-tensioning, strands cutting etc. complete (excluding reinforcement) as directed by the Engineer.

a) For M-45 1045.00 8,086.38 Cum. 84,50,267.10

b) For M-40 0.00 8,023.88 Cum. 0.00

c) For M-50 0.00 8,148.88 Cum. 0.00


2. Providing and casting RMC of grade as below in controlled cement concrete of specified strength for prestressed concrete work for main diaphragm including RCC cross diaphragm beams and Deck slab over precast I- girders including centering and scaffolding or launching including necessary plant and machinery for the job shuttering, vibrating, finishing, curing etc. (excluding reinforcement) as directed by Engineer.

a) For M-35 385.00 7,961.38 Cum. 30,65,131.30

b) For M-30 0.00 7,898.88 Cum. 0.00

c) For M-40

0.00 8,023.88 Cum. 0.00


35.00 1,17,186.00 M.T. 41,01,510.00



212.75 45,693.00 M.T. 97,21,185.75

5. Providing Fusion bonded epoxy coating to reinforcement bars as per IS - 13620 - 1993 specification for a thickness of 175+/- 50 microns including testing of coating at plant, including careful handling, touch-up of coating, transportation & supply of the material as per detailed specification, including all leads and lifts from plant etc complete.

212.75 11,130.00 M.T. 23,67,907.50

6. Providing and applying epoxy paint in 2 coats over one coat of primer to the superstructure including girder, structural steel work, decreasing the surface by

0.00 54.00 Sqm. 0.00


solvent if required, including cleaning by sand blasting, brushing, cost of material, machinery, equipment, scaffolding, labour etc. complete as per detailed specification and as directed by the Engineer, with all leads & lifts.

7. Providing and fixing expansion joint of single strip seal type elastomeric expansion joint (from approved manufacturer), catering to right or skew (less than 20 deg.) or moderately curved with maximum horizontal movement up to 40 mm, complete as per approved drawing and specifications to be installed by manufacturer / supplier or their authorized representative ensuring compliance to the manufacturers instructions for installation, necessary approval for the material/methodology of item operation for bridge work as per drawing and/or as directed by Engineer.

60.00 17,220.00 Rmt. 10,33,200.00

8. Providing non destructive test on non-railway span of each carriage way up to the load of 500 MT as per the IRC test procedure of testing of super structures, submission of graph,

1.00 34,992.00 No. 34,992.00


test reports, conclusion etc. complete as directed by Engineer.

Total of Part - B : Sub Part - IV Rs. 2,87,74,194.00






Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - B : FOR RAILWAY SPAN Sub Part - V : Fixed Items



30.00 385.00 No. 11,550.00

2. Providing and laying along piers 100mm dia. approved G.I. down take pipe having embossed at every meter the I.S.I. mark and name of manufacturer, and having outer dia. 114.30mm & weight 12.77kg/Rmt. with screwed sockets, joints, and necessary galvanized iron fittings such as back-nuts, elbows, bends, tees, reducers, enlargers, plugs etc. including necessary drilling in holes in piers etc. applying primer and two coats of oil painting including necessary scaffolding, conveying & stacking wherever necessary as directed by the Engineer.

132.00 841.00 Rmt. 1,11,012.00


3. Providing and laying below deck slab 100mm dia approved G.I. runner pipe having embossed at every meter the I.S.I. mark and name of manufacturer, and having outer dia. 114.30mm & weight 12.77kg/Rmt. with screwed sockets, joints, and necessary galvanized iron fittings such as back-nuts, elbows, bends, tees, reducers, enlargers, plugs etc. including necessary drilling in holes in slabs etc. applying primer and two coats of oil painting including necessary scaffolding, conveying & stacking wherever necessary as directed by the Engineer.

180.00 841.00 Rmt. 1,51,380.00

4. Providing and laying Mastic Asphalt 25 mm compacted thickness with Bitumen content @ 14%-17% by weight of total mix with bitumen of 10/20 grade as per clause No. 515 of specifications for Road & Bridge works (MORTH) of specified thickness. The item includes all labour, providing material as per mix design and job mix formula, preparation of base, preparation of mastic asphalt, spreading, jointing, surface finishing, quality control as specified under various sub-clauses of mail clause No.515 (Excluding prime coat and tack coat).

1440.00 464.15 Sqm. 6,68,376.00


5. Providing and laying hot mix hot laid Bituminous Concrete in two layers of 25mm each, with bitumen minimum 6.25% by weight of total mix as per job mix formula as per clause 509 of MORTH specification for road & bridges including supplying all materials, heating bitumen and chips with necessary filler material mixing bitumen and chips in hot mix plant laying asphaltic concrete with sensor paver finisher including compaction with vibratory roller etc. complete. The grade of bitumen shall be 60/70. The rate is inclusive of all taxes. The job mix formula shall be conducted as per frequency specified by MORTH.

75.00 5,589.80 Cum. 4,19,235.00

6. Providing and applying Polymer Polysafe E.C (P.No. 567) synthetic elastomeric coating cum paint ready to use for bridge structure in saline so as to avoid salt penetration from marine environment & U.V effect of sunrays, fungus development and to protect the reinforcement from marine atmosphere effect in 3 coats includes scaffolding, sand blasting, clearing the surface of concrete, brushing steel reinforcement & applying

0.00 457.00 Sqm. 0.00


polymer coating as primer, 1st coat & 2nd coat at an interval of 24hrs, 3rd approved shade & colour (but not applied on oil, grease, tar and moist surface). Spec No. as directed by Engineer. Note: Prior approval of Engineer is required.

Total of Part - B : Sub Part - V Rs. 13,61,553.00



Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - B : FOR RAILWAY SPAN Sub Part - VI : Miscellaneous Items

I. NO. DESCRIPTION QTY. RATE PER AMOUNT 1. Providing and laying of hot

applied thermo plastic compound 2.5mm thick, traffic lane edge / center lines strips 10 cm. wide including reflectorising glass beads @ 250 gms/sqm. area, thickness of 2.5 mm is exclusive of surface applied, glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc. complete with 3 years guarantee as directed by Engineer.

a) White 10.00 660.00 Sqm. 6,600.00 b) Yellow

55.00 660.00 Sqm. 36,300.00

2. Supplying and fixing standard mandatory cautionary sign boards of 90 cm equilateral triangle with apex point upward prepared on fiber reinforced plate 3mm thick bonded with white retro-reflective sheeting of engineering grade, having pressure sensitive/ heat activated adhesive retro-reflective white back ground

2.00 6,854.00 Each 13,708.00


and red border and back side gray, retro-reflective symbols, letters, numerals, arrows, one M.S. angle post of 65 x 65 x 6 mm size and 3.65 meter long, inflated bottom and drilled on top and painted with one coat of epoxy primer and two coat of epoxy finish paint black and white bands of 25 cm width including G.I. fixtures etc. fixing in 1:4:8 concrete block of size 60 cmx60 cmx75 cm including transportation and fixing in P.C.C. 1:4:8 curing etc. complete.

3. Providing and fixing 25mm thick marble tablet of size and description as per detailed drawings including engraving the description, filling the lead, moulded marble 1:2 cement mortar border etc. complete (size not less than 10 Sq. M) constructing in C.C 1:2:4 & B.B masonry in C.M 1:6, plastering, finishing with ceramic tiles, moulding the marble, curing etc. complete as directed by Engineer.

2.00 5,972.00 No. 11,944.00

4. Providing and Erecting 'W' metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail of height 320mm, in two rows, fixed on galvanized ISMC series channel vertical post

360.00 3,412.50 Rmt. 12,28,500.00


150x75x5 mm, post 1.00m high above base plate, spaced at 2m. centre to centre, post welded on steel base plate 250mm x 250mm x 12mm thick, base plate fixed with 4 Nos. 18mm dia. foundation bolts casted /grouted in kerb stone or concrete barrier, all steel parts and fitments to be galvanized by hot dip process all; fittings confirm to IS-1367 & IS-1364, metal beam rail to be fixed on vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm in height etc. complete.

5. Providing and fixing 25 mm XPM of 2.54 mm thick gauge to steel angle frame work as per detailed drawing or as directed including iron fastenings, one coat of primer, scaffolding etc. complete. (Frame work of 70 x 45 mm and covering battens of 45 x 10 mm to be paid separately.

0.00 300.00 Sqm. 0.00

Total of Part - B : Sub Part - VI Rs. 12,97,052.00



Date: Date:



SUMMARY OF PART - B (FOR RAILWAY SPAN)

SUB PART NO.


AMOUNT

Sub Part-I Mobilization & Sub-Soil Investigation 258 1,06,966.00Sub Part-II Open & Pile Foundation 264 1,59,00,310.00Sub Part-III Sub-Structure 271 80,25,187.00Sub Part-IV Super-Structure 276 2,87,74,194.00Sub Part-V Fixed Items 280 13,61,553.00Sub Part-VI Miscellaneous Items 283 12,97,052.00 Total of Part – B Rs. 5,54,65,262.00



Date: Date:



SCHEDULE “A” BILL OF QUANTITIES

PART - C : FOOT OVER BRIDGE Sub Part - I : Open & Pile Foundation

I. NO. DESCRIPTION QTY. RATE PER AMOUNT 1. Excavation for foundation for

pile cap and open - foundation including shoring and strutting as necessary and disposing off excavated stuff with all lift and lead upto 5.0 km. including necessary refilling, including dewatering by all means if necessary, etc. complete as directed by Engineer.


190.00 132.75 Cum. 25,222.50


80.00 142.75 Cum. 11,420.00


0.00 147.75 Cum. 0.00

d) In hard rock by chiseling, wedging, line drilling etc up to any depth below ground level.

0.00 553.00 Cum. 0.00

2. Providing and laying RMC M -15 grade with 20mm nominal size well graded stone

15.00 3,464.00 Cum. 51,960.00


aggregate in base layer below foundations of abutments, foundations etc. for leveling course including formwork wherever necessary and including dewatering for any length of time as required to keep the area dry during concreting, vibrating with mechanical vibrators, including all leads and lifts, curing etc. complete with contractors labour, materials, tools and plants & including all leads and lifts etc. complete for open foundation.

3. Providing and laying in situ M 35 RMC of trap / granite / gneiss metal for footing in open foundation including necessary form work wherever necessary and including dewatering for any length of time as required to keep the area. dry during concreting, vibrating with mechanical vibrators with contractors labour, materials, tools and plants & including all leads and lifts, curing etc. complete (excluding reinforcement).

65.00 5,857.38 Cum. 3,80,729.70

3a) Same as above item No.3 but for M-30 grade.

0.00 5,794.88 Cum. 0.00

3b) Same as above item No.3 but for M-40 grade.

0.00 5,919.88 Cum. 0.00

4. Providing and cutting, bending, hooking, laying in position, tying with 16 gauge GI binding

11.50 45,693.00 M.T. 5,25,469.50


wire, welding TMT / Tor steel reinforcement bars (Fe 500) of various diameters, confirming to IS 1786 as per detailed drawing for all R.C.C. works, with all lifts and leads, excluding anticorrosive treatment, including all laps, chairs, spaces etc. and cost of all labour, materials, tools, plants, equipments etc. all complete as directed by “Engineer” and as per specification.

5. Providing Fusion bonded epoxy coating to reinforcement bars as per IS - 13620 - 1993 specification for a thickness of 175 +/- 50 microns including testing of coating at plant, including careful handling, touch-up of coating, transportation & supply of the material as per detailed specification, including all leads and lifts from plant etc. complete.

11.50 11,130.00 M.T. 1,27,995.00

6. Providing & applying approved quality of one coat of zinc rich epoxy primer and two coat of coal tar epoxy paint on the external faces of all RCC / CC structures to be buried under soil, as per manufacturers instructions, including preparing the surface, including all labour, material, transportation etc. complete all

90.00 225.00 Sqm. 20,250.00


as per detailed specifications and as directed by the Engineer. The coal tar epoxy paint shall be of approved make & brand.

7. Providing and fabricating structural steel work in M.S. sheets as per detailed designs and drawing including fixing in position without connecting plates, braces etc. and one coat of anti corrosive paint and over it two coat of oil paintings of approved quality and shade complete.

1.00 44,165.00 M.T. 44,165.00

Total of Part - C : Sub Part - I Rs. 11,87,212.00

Total Carried over to Summary of Part - C on Sl.Pg.No.303




3. The contractor has to obtain approval of the foundations strata from CIDCO and also ascertain the SBC value of the strata at his own cost by approved method/approved laboratory.

4. The excavation item rate is inclusive of careful removal of serviceable earth/material and stacking the same separately for reusing purpose as directed by Engineer.

5. The un useful material/earth shall be disposed off with all lifts and a lead upto 5.0km as directed by Engineer.


Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - C : FOOT OVER BRIDGE Sub Part - II : Sub-Structure


grade RMC of trap / granite / quartzite / gneiss metal for cast in situ R.C.C. solid piers, columns etc. including provision of “V” shaped false joints to form suitable panels on the faces to apptive design with compaction by shutter vibrator/screed vibrator/needle vibrator including form work, centering, scaffolding and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.

15.00 7,666.88 Cum. 1,15,003.20


0.00 7,604.38 Cum. 0.00


0.00 7,729.38 Cum. 0.00

1 b) Providing and laying M-40 grade RMC of trap / granite / quartzite / gneiss metal for cast in situ R.C.C. solid piers, columns beyond 1.5 m etc. including provision of “V” shaped false joints to form suitable panels on the faces to

70.00 7,555.76 Cum. 5,28,903.20


apptive design with compaction by shutter vibrator/screed vibrator/needle vibrator including form work, centering, scaffolding and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.


0.00 7,493.26 Cum. 0.00


0.00 7,618.26 Cum. 0.00

2 a) Providing and laying M-40 grade RMC of trap / granite / quartzite / gneiss metal for cast in situ R.C.C. Pier Caps including form work, centering, scaffolding and compaction by shutter vibrator / needle vibrator curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.

0.00 8,023.88 Cum. 0.00


0.00 7,961.38 Cum. 0.00


0.00 8,086.38 Cum. 0.00

2 b) Providing and laying M-40 grade RMC of trap / granite / quartzite / gneiss metal for cast in situ R.C.C. Pier Caps beyond 1.5 m including form work, centering, scaffolding and compaction by shutter vibrator / needle vibrator and curing, finishing and dewatering by

45.00 7,912.76 Cum. 3,56,074.20


means of pumps, curing etc. complete as directed by Engineer.


0.00 7,850.26 Cum. 0.00


0.00 7,975.26 Cum. 0.00


0.00 8,266.88 Cum. 0.00


0.00 8,204.38 Cum. 0.00


0.00 8,329.38 Cum. 0.00

3 b) Providing and laying M-40 grade RMC for R.C.C. Pedestals, Bed Block and Dirt Wall beyond 1.5 m for bearing over pier caps including form work, centering, scaffolding and compaction by shutter vibrator / needle vibrator and curing, finishing and dewatering by means of pumps, curing etc. complete as directed by Engineer.

5.00 8,155.76 Cum. 40,778.80


0.00 8,093.26 Cum. 0.00

CIDCO OF MAHARASHTRA LIMITED Sl.Pg.No.292 C.A.NO.02/CIDCO/RP/EE(PP&Q)/2010-11 I. NO. DESCRIPTION QTY. RATE PER AMOUNT 3 b ii) Same as above item No.3 a) but

for M-45 grade.

0.00 8,218.26 Cum. 0.00

4. Providing and cutting, bending, hooking, laying in position, tying with 16 gauge GI binding wire, welding TMT /Tor steel reinforcement bars (Fe 500) of various diameters, confirming to IS 1786 as per detailed drawing for all R.C.C. works, with all lifts and leads, excluding anticorrosive treatment, including all laps, chairs, spaces etc. and cost of all labour, materials, tools, plants, equipments etc. all complete as directed by “Engineer” and as per specification.

23.00 45,693.00 M.T. 10,50,939.00


23.00 11,130.00 M.T. 2,55,990.00

6. Providing & applying approved quality of one coat of zinc rich epoxy primer and two coat of coal tar epoxy paint on the external faces of all RCC / CC

50.00 225.00 Sqm. 11,250.00


structures to be buried under soil, as per manufacturers instructions, including preparing the surface, including all labour, material, transportation etc. complete all as per detailed specifications and as directed by the Engineer. The coal tar epoxy paint shall be of approved make & brand.

7. Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

160000.00 1.00 Cubic cm.

1,60,000.00

Total of Part - C : Sub Part - II Rs. 25,18,938.00






Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - C : FOOT OVER BRIDGE Sub Part - III : Super-Structure


1. Providing and casting RMC of grade as below in controlled cement concrete of specified strength for prestressed-post-tensioned concrete work for main girder including slab cross girder, box girder etc., including casting yard, centering, form work and scaffolding or launching arrangement including necessary plant and machinery for the job, lifting, shifting, erecting in correct alignment on temporary supports over pier caps from ground, lowering on bearing shutter-vibrating, finishing, curing, including post-tensioning, strands cutting etc. complete (excluding reinforcement) as directed by the Engineer.

a) For M-45 225.00 8,086.38 Cum. 18,19,435.50

b) For M-40 0.00 8,023.88 Cum. 0.00

c) For M-50 0.00 8,148.88 Cum. 0.00


2. Providing and casting RMC of grade as below in controlled cement concrete of specified strength for prestressed concrete work for main diaphragm including RCC cross diaphragm beams and Deck slab over precast I- girders including centering and scaffolding or launching including necessary plant and machinery for the job shuttering, vibrating, finishing, curing etc. (excluding reinforcement) as directed by Engineer.

a) For M-35 95.00 7,961.38 Cum. 7,56,331.10

b) For M-30 0.00 7,898.88 Cum. 0.00

c) For M-40

0.00 8,023.88 Cum. 0.00


10.00 1,17,186.00 M.T. 11,71,860.00



57.50 45,693.00 M.T. 26,27,347.50


57.50 11,130.00 M.T. 6,39,975.00

6. Providing and applying epoxy paint in 2 coats over one coat of primer to the superstructure including girder, structural steel work, decreasing the surface by

0.00 54.00 Sqm. 0.00


solvent if required, including cleaning by sand blasting, brushing, cost of material, machinery, equipment, scaffolding, labour etc. complete as per detailed specification and as directed by the Engineer, with all leads & lifts.

7. Providing and fixing expansion joint of single strip seal type elastomeric expansion joint (from approved manufacturer), catering to right or skew (less than 20 deg.) or moderately curved with maximum horizontal movement up to 80 mm, complete as per approved drawing and specifications to be installed by manufacturer / supplier or their authorized representative ensuring compliance to the manufacturers instructions for installation, necessary approval for the material/methodology of item operation for bridge work as per drawing and/or as directed by Engineer.

15.00 17,220.00 Rmt. 2,58,300.00

8. Providing and casting Ready Mixed concrete of grade as below of trap metal for R.C.C. waist slabs, steps, parapet etc. as per detailed drawings and specifications including centering, formwork,


compacting, roughening the surface if special finish is to be provided & curing (Excluding steel reinforcement) as directed by Engineer.

a) For M-35 75.00 7,961.38 Cum. 5,97,103.50

b) For M-30 0.00 7,898.88 Cum. 0.00

c) For M-40

0.00 8,023.88 Cum. 0.00

Total of Part - C : Sub Part - III Rs. 78,70,353.00

Total Carried over to Summary of Part - C on Sl.Pg.No.303 Notes : The Contract rates are inclusive of the following :




Date: Date:



SCHEDULE “A”

BILL OF QUANTITIES

PART - C : FOOT OVER BRIDGE Sub Part - IV : Fixed Items



30.00 385.00 No. 11,550.00

2. Providing and laying Mastic Asphalt 25 mm compacted thickness with Bitumen content @ 14%-17% by weight of total mix with bitumen of 10/20 grade as per clause No. 515 of specifications for Road & Bridge works (MORTH) of specified thickness. The item includes all labour, providing material as per mix design and job mix formula, preparation of base, preparation of mastic asphalt, spreading, jointing, surface finishing, quality control as specified under various sub-clauses of mail clause No.515 (Excluding prime coat and tack coat).

365.00 464.15 Sqm. 1,69,414.75


3. Providing and laying hot mix hot laid Bituminous Concrete with bitumen minimum 6.25% by weight of total mix as per job mix formula as per clause 509 of MORTH specification for road & bridges including supplying all materials, heating bitumen and chips with necessary filler material mixing bitumen and chips in hot mix plant laying asphaltic concrete with sensor paver finisher including compaction with vibratory roller etc. complete. The grade of bitumen shall be 60/70. The rate is inclusive of all taxes. The job mix formula shall be conducted as per frequency specified by MORTH.

20.00 5,589.80 Cum. 1,11,796.00

4. Providing and fixing mild steel grill railing weighing 20 kg per sq.m with C.C teak wood hand rail of size 75 x 60 mm and sill of 75 x 25 mm for staircase, and varandah including fabricating, fixtures, erecting, painting grill work with one coating of anticorrosive paint and polishing the sill, hand rail with french polishing complete.

150.00 1,398.00 Rmt. 2,09,700.00

5. Providing and fixing steel railing with two ISMC 100x50x5mm welded together to make box, as vertical post

365.00 2,308.00 Rmt. 8,42,420.00


1.75m high at 1.50m c/c, 65mm dia. ISI mark heavy class pipe in five horizontal rows spaced not more than 365mm c/c, passing through vertical box post, post fixed on concrete slab or concrete barrier with base plate 250 x 250 x 10mm with four 18mm foundation bolts casted in concrete etc complete as per drawing.

6. Providing and laying precast polished chequered colour cement tiles of size 20cm x 32cm and 20 mm thick, with nosing of treads moulded as per drawing or as directed on bed of 1:4 cement mortar including neat cement float, filling joints with cement slurry mixed with approved shade of pigment to match colour of tiles, curing, polishing and cleaning complete.

200.00 395.00 Sqm. 79,000.00

7. Providing and applying Polymer Polysafe E.C (P.No. 567) synthetic elastomeric coating cum paint ready to use for bridge structure in saline so as to avoid salt penetration from marine environment & U.V effect of sunrays, fungus development and to protect the reinforcement from marine atmosphere effect in 3 coats includes scaffolding, sand

0.00 457.00 Sqm. 0.00


blasting, clearing the surface of concrete, brushing steel reinforcement & applying polymer coating as primer, 1st coat & 2nd coat at an interval of 24hrs, 3rd approved shade & colour (but not applied on oil, grease, tar and moist surface). Spec No. as directed by Engineer. Note: Prior approval of Engineer is required.

Total of Part - C : Sub Part - IV Rs. 14,23,881.00



Date: Date:



SUMMARY OF PART - C (FOOT OVER BRIDGE)

SUB PART NO.


AMOUNT

Sub Part-I Open & Pile Foundation 288 11,87,212.00Sub Part-II Sub-Structure 293 25,18,938.00Sub Part-III Super-Structure 298 78,70,353.00Sub Part-IV Fixed Items 302 14,23,881.00 Total of Part – C Rs. 1,30,00,384.00



Date: Date:



SUMMARY OF SCHEDULE “A”

PART NO.


AMOUNT

Part-A For Non Railway Span 253 30,77,25,843.00Part-B For Railway Span 284 5,54,65,262.00Part-C Foot Over Bridge 303 1,30,00,384.00

A) Total of Schedule “A” Rs. 37,61,91,489.00

B) ADD/SUBSTRACT (+/-) _____% quoted by Rs. the Contractor to reflect the total cost.

C) GRAND TOTAL (A) +/- (B) Rs.


Date: Date:

SCHEDULE “A” BILL OF QUANTITIES PART - A :...

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