Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date21 Nov 2024
Closing Date29 Nov 2024
Tender Amount₹ 21,00,000 
Notes
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Costs

Description

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BOQ Items

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Same as in item 641 above but for every coat after 1st coat Details of coat for 650 sft. Area. S.I. No 642

126

32

4032

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Clearing Jungle including uprooting of trunk vegetations grass, bush, wood trees and saplings of girth upto 30 cm. measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres out side the periphery of area cleared as per S.I. No. 259

780

5

3900

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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

110

225

24750

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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

50

3013

150650

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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

195

3620

705900

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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil. 2.6.1 K& C Darin Both side average size 0.45 x 0.30 m

9.5

117

1111.5

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chute drain average size 0.45 x 0.30 m

43.6

117

5101.2

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm (nominal size) 4.1.6 K& C Darin Both side average size 0.45 x 0.30 m

3.75

6170

23137.5

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chute drain average size 0.45 x 0.30 m

6.4

6170

39488

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Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.1 K& C Darin Both side average size 0.45 x 0.30 m

7.35

6125

45018.75

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chute drain average size 0.45 x 0.30 m

15.08

6125

92365

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Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing 13.32.1 K& C Darin Both side average size 0.45 x 0.30 m

68.5

132

9042

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chute drain average size 0.45 x 0.30 m

128

132

16896

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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)

150

470

70500

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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 ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

100

3575

357500



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