Works Department Tender

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Works Department - EICCL Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date15 Sep 2023
Closing Date29 Sep 2023
Tender Amount₹ 3,77,09,332 
Notes
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Costs

Description

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BOQ Items

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Excavation of foundation for structure in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting with in 50mtr initial lead and 1.5mtr lift.etc. complete.

4402.74

325802

74

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Earth work in excavation in DI rock including dressing and levelling the bed and depositing the excavated soil with in 50mtr initial lead and 1.5mtr lift.etc. complete.

752.93

67161

89.2

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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry densit

253.8

9027

35.57

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Cement Concrete M-15 grade with 40mm and down graded black hard granite crusher broken stone chips including cost, conveyance, royality taxes etc complete including centering shuttering and dewatering if required for the work and all labour charges complete as per direction of the Engineer-in-charge.

178.79

1020351

5706.98

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Providing and laying flat stone with cement mortar (1:3) etc all complete as per drawing and Technical Specification laid over cement concrete bedding.

49.7

222650

4479.88

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Plain Cement Concrete M-20 grade with 20mm and down graded black hard granite crusher broken stone chips including cost, conveyance, royality taxes etc complete including centering shuttering and dewatering if required for the work and all labour charges complete as per direction of the Engineer-in-charge.( In foundation)

345.92

2366411

6840.92

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R.C.C. M-30 grade with 20mm and down graded black hard granite crusher broken stone chips including cost, conveyance, royality taxes etc complete including centering shuttering and dewatering if required for the work and all labour charges complete as per direction of the Engineer-in-charge.

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Foundation

309.14

2296934

7430.08

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In Sub Structure

233.84

2169853

9279.22

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Pier cap & Abutment cap

73.92

647791

8763.41

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Dirt Wall

5.76

53448

9279.22

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Return Wall

67.25

664606

9882.63

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Deck Slab

337.61

4137808

12256.18

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Approach Slab

25.2

178417

7080.05

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R.C.C. M-40 grade with 20mm and down graded black hard granite crusher broken stone chips including cost, conveyance, royality taxes etc complete including centering shuttering and dewatering if required for the work and all labour charges complete as per direction of the Engineer-in-charge.

62.52

399168

6384.66

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Providing & laying Granular Sub Base Grading-VI materials as per table 400-1,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with VRR to achive desired density as per Clause 401of MoRT&H specifications for Road & Bridge Works (4th Revision). (AR-P-160/39)

250.2

546782

2185.38

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Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause406 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

233

587728

2522.44

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Providing and applying primer coat with bitumen emulsion (slow setting ) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

920

31979

34.76

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Providing and applying tack coat with bitumen emulsion (rapid setting) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

1263.86

15267

12.08

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Providing and laying Bituminous Macadam Gr. II with 100-120 TPH hot mix plant producing an average output of 75tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

46

353808

7691.48

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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates Grading- II (10mm nominal size) premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to he required grade, level and alignment and rolling with smooth wheeled roller, vibratory and tandem roller to achieve the required compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)

23

223346

9710.71

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Providing and laying bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (5th. Revision)

17.19

172716

10047.52

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Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.

343.86

442612

1287.19

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Providing and laying of asphaltic plug joint to provide for horizontal movement of 25mm and vertical movement of 2mm depth of joint varying from 75mm to 100mm, width varrying from 500mm to 750mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS:2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specification.

48

86583

1803.82

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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face Complete as per drawing and Technical specification.

216.4

19434

89.81

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Straightening bent up or coiled M.S. rod or HYSD steel (Fe-415 / Fe-500), cutting, bending, cranking, hooking, welding or jointing (if required), the M.S. rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as per drawing & design required for R.C.C. works including cost, conveyance and taxes of M.S. rod or HYSD steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete as per approvrd drawing and technical specification and as per clause-1600 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.(weight of binding wires will not be considered for payment and payment will be made on weight of M.S. rod or HYSD steel only. Steel bars of only MAJOR INTEGRATED STEEL PLANTS like SAIL, RINL, TATA, JINDAL & SHYAM STEEL etc. of Fe-415 / Fe-500 grade are to be used in the work & if required original bill of . steel has to be produced by the contractor)

167.73

14225280

84810.59

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Providing and fixing 100mm GI pipe drainage spout fitted & fixed with GI grating frame and flats in deck slab as per approved drawing and technical specification.

12

16574

1381.21

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Providing and laying of filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface beind abutment, wingwall and return wall to the full height compacted to a firm conditin complete as per drawing and technical specification.

270.27

715612

2647.77

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Providing, laying, spreading Coarse sand in layers not exceeding 225mm thick watering and compacting to the required density in O.M.C. with Vibratory Roller with cost, conveyance, royalties and taxes of sand with labour and T&P required for the work etc. complete (Measurement will be taken on finished compacted section only).

402.44

733116

1821.68

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Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

45.24

36677

810.74

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Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2504 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

90.48

179593

1984.9

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Providing & fixing RCC M-15 RCC Guard Post of standard design as per IRC8-1980 along with reinforcement complete as per drawing as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect complete in all respect as directed by Engineer-in-Charge

120

49303

410.86

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providing 100mm dia GI Pipe fitted fixed with crash barrier as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2504 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

62.52

70149

1122.04

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement

2521.09

89548

35.52

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Construction of embankment with approved materials obtained from borrow pits with all lead and lifts, transporting to site, spreading grading to required slope and compacting to requirement of Table 300-2

3176.8

642888

202.37

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Painting 2 coats with Synthetic enamel paint coat on new concrete surface over a coat of primer including all labours etc complete as per approved technical specifications complete in all respect as per Section 900, 1000 and 2504 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

211.32

29677

140.44

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Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick Aluminum composite material sheet depending on the size of the sign over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of Irc 67. as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.

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i) Facility information sign (800 x 600mm)

2

13383

6691.64

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ii) Directioal / Place indication / Bridge sign (1200 x 700mm)

4.32

55878

12934.92

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iv) Route make sign (450 x 600mm)

4

19848

4962.22

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v)Cautionary signs Triangular 900mm Size

4

22529

5632.33

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vi) Circular 600mm Dia Speed limit sign post

4

20295

5073.92

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflect rising 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.

128.34

35738

278.47

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Providing Reflected RPM(Road Stud)100x100mm size, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surfaceby drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminious grout or epoxy mortar, all as per BS 873 part 4:1973.

80

22560

282

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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below.

80

416938

5211.73

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R.C.C. M-25 grade with 20mm and down graded black hard granite crusher broken stone chips including cost, conveyance, royality taxes etc complete including centering shuttering and dewatering if required for the work and all labour charges complete as per direction of the Engineer-in-charge.

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-

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Bottom Raft

200.25

1389817

6940.41

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Retaining wall

163.88

1638867

10000.72

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Providing moorum hard shoulder including cost of all labour & hire charges of T&P and labour for laying in sub-base in layers not exceeding100mm watering & compacted to required density in OMC with PRR including cost, conveyance of materials.

45

38178

848.4

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Excavation, loading & carriage by mechanical means in21medium hard rock (cannot be scapped or peeled with knife,hanheld specimen can be broken with single moderate blow with pick, crushing strength between 100 to 250 kg/sqcm)requiring control blasting in canal, foundation of structures and other deep cutting sections in dry, wet or submergedconditions by mechanical drilling and appropriate blasting &disposal of excavated materials with lKm lead, loading intoand transportation by transpm1 vehicle and depositing theexcavated materials neatly in approved spcified dump yardwithinlKm lead & dressing to pro section as direction bythe Engineer-in-charge and trimming of bed and slope to thedesign finished section manually, if necessary, including all cost of drilling conveyance and storage of explosive, fusecoil, detonators, all accessories, machine chargesetc ... complete as specification and direction of the Engineer in-charge

120.02

42619

355.1



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