Public Works Department Tender

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Public Works Department - PWD Tender

Eprocure
Opening Date24 Jul 2021
Closing Date12 Aug 2021
Tender Amount₹ 76,86,000 
Notes
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Costs

Description

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BOQ Items

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roviding 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 40 mm nominal size)

55.67

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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Note: - Cement content considered in this item is @ 330 kg/ cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works above plinth level upto floor V level

278.58

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more

41787

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Centering and shuttering including strutting, propping etc. and removal of form work for: a) Foundations, footings, bases of columns etc. for mass concrete complete.

182

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Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts

280.06

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Providing weep holes in reinforced concrete abutment wing wall / reture wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1:20 towords drawings face completed as per drawing and technical specification

60

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Drainage spouts with metal collection box complete as per drawing and technical specifcation

4

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Carriage of different materials by mechanical transport from source to site of work including loadng /unloading complete job Sand/Stone Aggregates 40 mm & above from source to site from an average lead of 30 Kms

400

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(B) Providing / Laying of GSB filling

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GSB close graded to specified lines, cross sections incld. dress to camber, consolidation by PRR of 8-10 capacity incld. all carriages involved upto site of work complete job

191.25

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(C) Providing /Laying of WBM Grade II

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Supply stacking and laying WBM G11with specified graded stone 63mm to 45 mm normal size hard broken including using screening and binding material 0.06cum/sqm of road surface material like khak bajri ,stone dust as binding material including stacking ,spreading template loading and un loading and dress to camber consolidation by Power Road Roller of 8 to10 capacity including carriage of material from nearest source to site of work finished work

9.56

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Supplying and stacking at site 13.2 mm nominal size (Type A) excluding carriage

1.72

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Supplying and stacking at site moorum excluding carriage

0.76

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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density

9.56

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Carriage of different materials by mechanical transport from source to site of work including loadng /unloading complete job Stone Aggregates 40 mm & above from source to site from an average lead of 30 Kms

9.56

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Stone screening from source to site of work for an average lead of 30 Km

1.72

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Moorum/stone dust from to site of work for an average lead of 30 Km

0.76

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(D) Providing /Laying of WBM Grade III

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Supplying and stacking at site 53 mm to 22.50 mm excluding carriage

9.56

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Supplying and stacking at site 11.20 mm nominal size (Type A) excluding carriage

2.1

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Supplying and stacking at site Moorum excluding carriage

0.76

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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density

9.56

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Carriage of different materials by mechanical transport from source to site of work including loadng /unloading complete job Stone Aggregates 40 mm & above from source to site from an average lead of 30 Kms

9.56

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Stone screening from source to site of work for an average lead of 30 Km

2.67

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Moorum/stone dust from to site of work for an average lead of 30 Km

0.76

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(E) Construction of R-Wall (1.8M Hight)

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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 :

20.47

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P/L dry stone soling tightly hand packed including all leads lifts carriages complete

3.15

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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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

3.15

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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)

39.48

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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 and steps etc

117

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Supply stacking filling of nallah muck/ stone behind R/Wall as back filling (filter media) including ramming cost of all materials & carriage complete.

17.55

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P/F of PVC pipes type B in R/Wall so as to act as weep holes.

9

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Carriage of different materials by mechanical transport from source to site of work including loadng /unloading complete job Stone Aggregates 40 mm & above from source to site from an average lead of 30 Kms

38.37

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Sand agg. 40mm from source to site of work for an average lead of 30 Kms

19.18

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(F) Construction of Crate protectionwork

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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 :

43.68

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Supply and filling of stones in to GI wire crates including cost of crate and all carraige complete

93.7

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Supply stacking filling of nallah muck/ stone behind R/Wall as back filling (filter media) including ramming cost of all materials & carriage complete.

37.44

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