Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date14 Aug 2024
Closing Date28 Aug 2024
Tender Amount₹ 1,67,14,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Hard rock blasting prohibited @ 25%

172

194145

1128.75

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Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete

262

72469

276.6

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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 1 meter from cutting edge All kinds of soil

421

108133

256.85

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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)

42

202713

4826.5

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Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. Incl. 20% Plum

481

2296515

4774.46

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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 etc upto floor V level, including curing but excluding the cost of centering, shuttering and finishing 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) crushed with 20% plums

392

2426973

6191.26

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Centering and shuttering including strutting, propping etc. and removal of form for:

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-

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Foundations, footings, bases of columns etc. for mass concrete

822

235379

286.35

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Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

642

403785

628.95

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Dumping Stones including cost of stones in horizontal or level.

269

252295

937.9

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement including cement slurry, but excl. the cost of nosing of steps etc. 50 mm thick with 20 mm nominal size stone aggregate.

49

27545

562.15

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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.

666

145454

218.4

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Hand packed stone filling in wire crates incl. cost of stone & wire crates size 6.00 m X1.20X1.20 (Recovery rate of wire crates @ the prevailing stock rates +taxes if supplied by the department)

17.28

28509

1649.85

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Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Heavy duty) R.C.C. pipes 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)

15

69799

4653.3

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Design and construction of sub structure and super structure of 20 Mtr Span (centre to Centre) through type truss girder motorable bridge having clear carriageway width of 4.25 Mtr comprising of all components of the bridge i.e Deep Foundation/ Foundation, Abutments, Abutment caps, deck slabs, return/ wing walls, approach slab, i.e. providing & fixing of appropriate bearings, steel railings, painting of bridge including trench excavation for bridge foundation, dewarting etc. The design of bridge should be vetted from DIQC/ IIT/ NIT and approved by competent authority. Latest version to be followed in design and soil investigation, sub soil investigation & exploration with all tests and design calculation (Complete Job)

20

9500000

475000

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Carriage of material by mechanical transportation.

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-

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Sand av lead of 45 km

332

227732

685.94

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Stone agg below 40mm nominal size av lead 10 km

668

186398

279.04

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Stone av lead 5 km

17

4014

236.16



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