Public Works Department Tender

View complete overview of Manipur PWD Tender

Public Works Department - PWD Tender

Works
Building Construction
Eprocure
Opening Date7 Mar 2020
Closing Date16 Mar 2020
Tender Amount₹ 8,36,95,258 
Notes
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Costs

Summary

Construction Of Manipur Judicial Academy At Pangei (phase -i) (sh Construction Of Compound Wall Main Gate And Approach Road)

Description

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BOQ Items

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DO_NOT_SHOW

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Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in

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(a) 1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)

280.71

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Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

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(a) 1:1.5 : 3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size).

596.7

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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with

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(a) 1:1.5 : 3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size).

262.08

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up to floor five level excluding cost of centering,shuttering, finishing and reinforcement :

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(a) 1:1.5 : 3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size).

218.55

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Reinforcement for cement concrete work including bending, binding and placing in position complete

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(a) Tor steel bars

82625.72

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Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in using 12 mm thick shuttering ply

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a) Foundation, footings, bases of columns etc. and mass concrete.

1171.8

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c) (i) Columns, pillars, posts and struts (square, rectangular or polygon in plan).

4299

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d) (i) sides or soffits of beams, beam haunchings, cantilevers, girders, brussumers and lintels not exceeding 1m in depth.

2020.8

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2nd class ( local first class ) brickwork in foundation & plinth in cement mortar 1:3 ( 1 cement :3 coarse sand )

408

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Steel work welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint .

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a) In gratings, framed guard bars, ladders, railings, brackets and similar works.

1058.28

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Flushed or ruled pointing on brick work with cement mortar 1:3 (1 cement: 3 fine sand).

3264

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Applying one coat of cement primer of approved quality on wall surface.

10245.6

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Painting wall with weathershield paint or equivalent of approved quality on new work ( three or more coats) to give an even shade.

10245.6

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Painting (two or more coats) with synthetic enamel paint of approved quality of black or chocolate colour on steel work to give an even shade.

2346

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SH : MAIN GATE

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Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.Hard and dense soil

45

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Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

14.86

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Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in

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(a) 1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)

1.94

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Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

-

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-

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(a) 1:1.5 : 3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size).

6.2

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up to floor five level excluding cost of centering,shuttering, finishing and reinforcement :

-

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(a) 1:1.5 : 3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominal size).

9.46

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Reinforcement for cement concrete work including bending, binding and placing in position complete

-

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-

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(a) Tor steel bars

1100.14

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Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in using 12 mm thick shuttering ply

-

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-

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a) Foundation, footings, bases of columns etc. and mass concrete.

9.6

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c) (i) Columns, pillars, posts and struts (square, rectangular or polygon in plan).

39.12

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d) (i) sides or soffits of beams, beam haunchings, cantilevers, girders, brussumers and lintels not exceeding 1m in depth.

18.68

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2nd class ( local first class ) brickwork in foundation & plinth in cement mortar 1:3 ( 1 cement :3 coarse sand )

18.66

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-

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Steel work welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint .

-

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8.4.8 In gratings, framed guard bars, ladders, railings, brackets and similar works.

13.16

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15 mm cement plaster 1:3 (1 cement : 3 coarse sand).

13.28

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Flushed or ruled pointing on brick work with cement mortar 1:3 (1 cement: 3 fine sand).

46.08

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Applying one coat of cement primer of approved quality on wall surface.

64.64

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Painting wall with weathershield paint or equivalent of approved quality on new work ( three or more coats) to give an even shade.

64.64

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Painting (two or more coats) with synthetic enamel paint of approved quality of black or chocolate colour on steel work to give an even shade.

26.66

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SH : APPROACH ROAD

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Earth work in rough excavation banking excavated earth in layers not exceeding 20cm depth, beaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammer rollingevery third and topmost layer with power roller of minimum 8 tonne and dressing up enbankment for roads, flood banks guide banks and filling up ground depression lead upto 50m and lift upto 1.5m in hard and dense soil.

50938.98

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Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness)including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge.

405

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Providing and laying one layer W.B.M. 7.5 cm consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface & 0.23cum of binder materials of approved quantity per 10 sqm of road surface including consolidating of the same, rolling of the surface to camber, superelevation & grade by using template straight edges & spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry & wet rolling with 8 to10 tonne roller including earth edging 30 cm width on both sides & applying binding materials as specified (without carriage charge of all materials).

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a) IRC Grade II

270

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b) IRC Grade III

135

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Preparing sub-grade by excavating earth upto 22.5 cm deep, dressing to camber and consolidating with road roller including disposal of surplus earth within 50m.

1800

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