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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.7 LAccepted-Finance | ₹26.7 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹27.3 L+₹61,403.14 (2.30%)Accepted-Finance | ₹27.3 L+₹61,403.14 (2.30%) | L2 | Accepted-Finance Accepted |
| 3 | L3₹27.3 L+₹62,017.18 (2.32%)Accepted-Finance | ₹27.3 L+₹62,017.18 (2.32%) | L3 | Accepted-Finance Accepted |
| 4 | L4₹28.6 L+₹1.8 L (6.92%)Accepted-Finance | ₹28.6 L+₹1.8 L (6.92%) | L4 | Accepted-Finance Accepted |
| 5 | L5₹29.7 L+₹3.0 L (11.1%)Accepted-Finance | ₹29.7 L+₹3.0 L (11.1%) | L5 | Accepted-Finance Accepted |
Tender Value
₹30.7 L
EMD Value
₹61,403
Closing Date
1 Apr 2026, 3:00 pmClosed
Executive Engineer PWD Division M-111 New Delhi
Executive Engineer PWD West Road-1 Division (M-111) R R Line, Ring Road New Delhi-110010.
A/R and M/O to Non-Residential Buildings under WR-11 During 2025-2026.(SH Construction of office Space for Sh. Karnail Singh, Honble MLA (AC-15 Shakurbasti) at Capt. Balbir Singh Marg, Paschim Vihar, New Delhi (ZRO West NE-III, DLB Land) (Recalled)
2026_PWD_288905_2
49/EE/PWD/WR-1/2025-26
Open Tender
Civil Works - Buildings
Percentage
120 days
Under WR-11
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹61,403
1 Apr 2026
26 Mar 2026
1 Apr 2026
26 Mar 2026
1 Apr 2026
26 Mar 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 | - | Cum | - | - |
| 2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil | |||||
| 2.1 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | - | Metre | - | - |
| 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 cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.1 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - |
| 5Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | |||||
| 6Providing 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 : | |||||
| 6.1 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | - | - |
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