Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date13 Feb 2025
Closing Date10 Mar 2025
Tender Amount₹ 96,55,000 
Notes
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Costs

Summary

Construction Of Road From Bagga Gundi

Description

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BOQ Items

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Disposal of Excavated Earth within lead of 1km 30% qty of item no 1

1845.08

160

296928.72

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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:25 meter beyond 1 m from cutting edge in All kinds of soil :

43.26

576

24937.23

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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

635

256

163099.75

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

70

4826

337855

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) nallah stone aggregates with 25% Boulders

179.6

4525

812725.92

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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Nallah stone aggregates with 20% Boulders

38.44

6231

239551.93

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Dry random rubble masonry with hard stone in foundation and plinth: With bond stone

389.15

3262

1269446.22

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Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) nallah

489.6

6857

3357407.52

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Hand packed stone behind R/wall including supply of stone at site

178.5

910

162435

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Hand packed stone in Wire Crates including supply of stone at site

17.28

732

12659.33

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Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc

743.02

628

467322.43

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Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

8.7

416

3623.55

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Supply of labour for laying RCC Hume pipe in position 06 nos pipe of 1.00 mtr dia 6 mason

6

770

4620

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Supply of labour for laying RCC Hume pipe in position 06 nos pipe of 1.00 mtr dia 12 mazdoor

12

534

6408

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

15.92

198

3163.3

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Carriage of sand from 40 km by Mechanical Transport

325.57

630

205350.02

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Carriage of Aggregates from 40 km by Mechanical Transport

465.2

630

293420.25

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Carriage of Stone from 10 km by Mechanical Transport

851.25

328

279473.89

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Cost of 06 No's HPC Culverts 1.00 mtr outer dia

6

12000

72000

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Cost of providing 02 No's Crates

2

6000

12000



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