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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹36.2 CrAccepted-Finance A 1 C C COLONY OPP RANA PARTAP BAGH DELHI 2021R4024 | NEW DELHI | DELHI | 110001 | ₹36.2 Cr | 1 | Accepted-Finance 1st Lowest |
| 2 | 2₹36.5 CrAccepted-Finance | ₹36.5 Cr | 2 | Accepted-Finance 2nd Lowest |
| 3 | 3₹36.8 CrAccepted-Finance | ₹36.8 Cr | 3 | Accepted-Finance 3rd Lowest |
Tender Value
₹34.9 Cr
EMD Value
₹44.9 L
Closing Date
18 Apr 2026, 3:00 pmClosed
Executive Engineer North Roads PWD
Opp. Khalsa College, Mall Road, Delhi -110054
Remodelling of drain based on Delhi Master Drainage Plan-2025 from G.T.K. to Gali No.01 at Mam Chand Dhaniya Marg under Sub Division NR-14 of North Roads Division, PWD, Delhi
2026_PWD_289812_1
01/EE/NR/PWD/26-27/Delhi
Open Tender
Civil Works - Roads
150 days
North Delhi
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹44.9 L
O/o Chief Engineer, North Maint. Zone, PWD (GNCTD)
26 May 2026
10 Apr 2026
18 Apr 2026
10 Apr 2026
18 Apr 2026
10 Apr 2026
15 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 for all lift, as directed by Engineer-in-charge. All kinds of soil | |||||
| 2Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 2.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | - | - |
| 2.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 3Filling 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. | |||||
| 4Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and 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 plain cement concrete work including laying at site and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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.: All works upto plinth level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)Note:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 220 kg/cum | |||||
| 5Providing and laying in position ready mixed M-25 grade concrete for plain 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 plain cement concrete work, 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. All works upto plinth level. Note:- Cement content considered in this item is minimum @300 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 300 kg/cum. | |||||
| 6Providing and laying in position ready mixed M-30 grade concrete for RCC 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 plain cement concrete work, 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. All works upto plinth level. Note:- Cement content considered in this item is minimum @350 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 350 kg/cum. | |||||
| 7Steel 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. | |||||
| 8Providing & fixing pre-fabricated precast solid open U shaped RCC drain, drain cover, box culvert, crash barrier, retaining wall, silt chamber etc. using wet-cast technology with self-compacting concrete of grade M-50 and thermo-mechanically treated (TMT) steel bars of grade Fe-550D including straightening, cutting, bending, placing in position and binding, all complete upto plinth level with provisions of shear keys, connecting loops, necessary cutouts/holes lined with dowel tubes of required sizes for services with proper lifting arrangement of various thicknesses, shape and size using high quality steel molds including loading, transportation from factory to site of work, unloading, stacking at site and placing in final position with the help of required capacity cranes all complete as per IS-11447:1985 and as per approved shop/structural drawings and design mix complete as per the directions of Engineer-in-Charge. The RCC precast drain along with drain cover taken together as an integrated system, shall be capable of carrying a wheel load of 5 Ton of vehicular load The precast elements shall be manufactured in a controlled factory environment with approved methodology/technology having all facilities including automated steam curing, automated reinforcement cage making facility, in-house laboratory with all testing facilities etc. complete as per the directions of Engineer-in-Charge. The installation of RCC precast drain, drain cover, box culvert etc. shall be done in correct and final position with proper line, level and plumb at site after making all arrangements of requisite T&P e.g., cranes, push-pull jacks etc. for lifting, placing and alignment of elements within erection tolerance as per IS-15916:2020, as per approved shop/structural drawings, complete as per direction of Engineer-in-Charge including cost of all material and all tools & machinery required for casting for all works up to plinth level complete as per the directions of Engineer-in-Charge. | |||||
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