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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹27.3 L+₹1.5 L (5.81%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹30.1 L+₹4.4 L (16.9%)Rejected-AOC KH NO 24 14 GF 5 5 SURENDER COLONY VILLAGE JHARODA MAJRA PHASE 3 LANDMARK NEAR JHARODA POLICE CHOWKI NORTH DELHI DELHI 110084 | CENTRAL DELHI | DELHI | 110084 | L3 | Rejected-AOC L3 | |
| 4 | L4₹35.8 L+₹10.0 L (39.0%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹43.7 L
EMD Value
₹87,317
Closing Date
23 Jul 2026, 3:00 pmClosed
Executive Engineer
SRD-2(CBMD M-233), Western Lok Nayak Setu IP Estate New Delhi-110002.
AR and MO to various roads under Sub Division-1 SRD Project Division-2, PWD Delhi.SH Providing and laying NP-4 pipe from Rani Jhansi R/A to Ram Kumar Marg (Service road) at Rani Jhansi Road under the jurisdiction of Sub Div-1 of SRD Project Divisio
2026_PWD_295458_1
14/EE/S.R.D. Project Divn-II/PWD/2026-27
Open Tender
Civil Works
Works
45 days
Executive Engineer, SRD Project DIV.-II, PWD
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹87,317
Yes
28 Aug 2026
16 Jul 2026
23 Jul 2026
16 Jul 2026
23 Jul 2026
16 Jul 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. | |||||
| 1.1 | All kinds of soil | 473 | cum | 177.5 | ₹83,957.5 |
| 2 | 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. | 299 | cum | 196 | ₹58,604 |
| 3Providing 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 pumping of R.M.C. from transit mixer to site of laying 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.” Note : Excess/less cement used than specified in this item is payable/ recoverable separately. | |||||
| 3.1 | M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) | 71 | cum | 8,835.15 | ₹6,27,295.65 |
| 4Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||
| 4.1 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 131 | cum | 2,434.25 | ₹3,18,886.75 |
| 5 | Disposal of building rubbish / malba / similar unserviceable, dismantledor 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. | 100 | cum | 263.95 | ₹26,395 |
| 6 | 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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) | 2 | cum | 10,117.6 | ₹20,235.2 |
| 7 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately). | 71 | cum | 9,823.8 | ₹6,97,489.8 |
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