Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date26 May 2025
Closing Soon2 Jun 2025
Tender Amount₹ 78,71,503
Costs
EMD
₹ 1,57,430Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Rcc Drainage System At Road No.40 Service Road From Inderlok Subway To Near Inderlok Metro Station Gate No.4 And Laying M.s. Pipe 600mm Dia By Jack Pushing Technology From Near Inderlok Metro Station Gate No. 4 To Nirankari Bhawan....
Description
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Contact
Tender Id
2025_PWD_272926_1Tender No
16/EE/NWR-1/PWD/2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://www.pwddelhi.gov.in/
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BOQ Items
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
(a) All kinds of soil
441
177
-
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
159
196
-
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: In case the cement content in design mix is more than the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level :
(a) Concrete of M10 grade with minimum cement content of 220 kg /cum
45
8479
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: In case the cement content in design mix is more than the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
Concrete of M25 grade with minimum cement content of 300 kg /cum.
26
9083
-
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland Cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: In case the cement content in design mix is more than the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works up to plinth level.
(a) Concrete of M-25 grade with minimum cement content of 330 kg /cum
150
9149
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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.
(a) Thermo-Mechanically Treated bars of grade Fe-500D or more
15000
107
-
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete
126
392
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
840
842
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Edges of slabs and breaks in floors and walls. Under 20 cm wide
420
208
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Providing and Placing 30mm thick (undressed) red stone of required size underneath RCC drain slab for shuttering purpose.
168
492
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
3696
117
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Providing and fixing 150mm dia PVC pipe conforming to IS : 12818 for providing opening in RCC/brick masonry drains required lengths and locations as per direction of Engineer-in-Charge
26
919
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Providing and placing in position 100mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage ,all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
51
3081
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Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)
168
109
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
15
10117
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Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
134
402
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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
151
972
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
(a) One or more coats on old work
76
102
-
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
(a) Two or more coats on new work
113
155
-
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
333
263
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DSR 2023 correction factor is 0.973 as per OM 158/SE (TAS)/GST/2024/02-E dt.08/08/2024
1
160075
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Add Cost Index @ 3%
1
173059
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Providing and laying M.S. Pipe 600mm dia, 8mm thick confirm to I.S. 3589 Gr. 330 class 'B' medium by Jack Pushing Technology directly in ground upto 3 meter depth below form ground level including pit excavation, necessary jointing/electric welding, coupling and T&P etc complete as required as per direction of Engineer-in-charge for irrigation/dewatering purpose.
75
25730
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