Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date11 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 14,00,000 
Notes
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Costs

Description

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BOQ Items

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Pointing on tile brick work with cement mortar 1:2 (1 cement: 2 Coarse sand): Flush/ Ruled/ Struck or weathered pointing as per direction of E/I

302

175

52850

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Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.

75

470

35250

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.as per morth specification no 305

742

160

118720

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Plain Cement Concrete in Open Foundation in floors complete as per Drawing and Technical Specifications 1500, 1700 & 2100.morth item no 12.8 A, PCC Grade M15

18

7200

129600

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Plain Cement Concrete in Open Foundation in floors complete as per Drawing and Technical Specifications 1500, 1700 & 2100.morth item no 12.8 A, PCC Grade M20

32

7400

236800

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Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.

35

950

33250

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applying epoxy mortar over leached honey combed and spaled concrete and exposed steel reinforcement complete as per technical specification

44

330

14520

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Filter media granular materials/stone aggregates behind abutment Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.710.1.4.of IRC:78 and 2200

28

3000

84000

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Laying stone boulder of 25-60 Kg. Stone in apron with split up boulder including all material, labour, T&P etc. required for proper completion of the work specification 2506

100

3100

310000

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Construction of K & C drain on both side of patries with cement concrete 1:4:8 (Cement , sand and 40 mm guage brick ballast), M-150 brick work in 1:3 cement and coarse sand mortar and finished with struck pointing 1:2 cement and fine sand mortar including supply of all materials, labour T&P etc complete as required for proper completion of the work.

60

1320

79200

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Construction of chute drain average size 0.45 x 0.30 m on the slope of embankment of approach from road surface edge to ground level with cement concrete 1:4:8 (Cement, sand and 40 mm guage brick ballast), M-150 brick work in 1:3 cement and coarse sand mortar and finished with struck pointing 1:2 cement and fine sand mortar including supply of all materials, labour T&P etc complete as required for proper completeion of the work.

32

3500

112000

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Brick soling with straight over burnt bricks laid on edge and dry including preparation of sub-grade to required camber, filling joints with local earth spreading blinding coats 1 cm. deep of local earth including SI. 762(b)

120

400

48000

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing HAZARD MARKER (LEFT)

4

4300

17200



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