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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC PLOT NO 411 2ND FLOOR BLOCK NO 5 FIE PATPARGANJ DELHI 110092 INDIA | DELHI | EAST DELHI | DELHI | 110092 | ₹5.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.4 LRejected-AOC GSTIN: 06AOYPK6697M1ZO, 06BLAPS2639R1ZH, 06BMGPK6616K1ZU, 06BPUPK6224G1ZN464 21 NEW ANAJ MANDI TOHANA 125120 | FATEHABAD | HARYANA | 125120 | ₹5.4 L | L2 | Rejected-AOC L2 |
Tender Value
₹6.3 L
EMD Value
₹12,620
Closing Date
29 Apr 2026, 5:00 pmClosed
Sandeep Dahiya
DIV 3 Faridabad
HEW 114 Providing and fixing of 5 HP Sewer motor pump and construction of room for temporary disposal in sector-20A Faridabad and all other works contingent thereto
2026_HBC_516879_1
20260FE1F7D1 CEB8 42E9 90E0 EEF01433A217250HSV
Open Tender
Civil Works
90 days
Faridabad (MC)
as per dnit
2 documents required · 2 mandatory
₹250
Yes
₹12,620
Yes
29 May 2026
22 Apr 2026
30 Apr 2026
22 Apr 2026
29 Apr 2026
22 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | [1.PM122] PM122. Generator 33 KVA | - | Hours | 641 | - | BI01010001010000000000000515BI0100001113 |
| 2 | [10.1.1.1]Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. 1.1. Re-compacting excavated soil in plinth under floors, including watering, ramming, consolidating and dressing complete. | - | cum | 73 | - | BI01010001010000000000000515BI0100001114 |
| 3 | [10.39.1]Providing and fixing of 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. 1. Red sand stone | - | Sqm | 538 | - | BI01010001010000000000000515BI0100001115 |
| 4 | [10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 | - | Sqm | 216 | - | BI01010001010000000000000515BI0100001116 |
| 5 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) | - | Sqm | 113 | - | BI01010001010000000000000515BI0100001117 |
| 6 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) | - | Sqm | 138 | - | BI01010001010000000000000515BI0100001118 |
| 7 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | - | Kg. | 83 | - | BI01010001010000000000000515BI0100001119 |
| 8 | [20.63.2]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/W to be measured and paid separately.
` 2. 150 mm i/d | - | Per Metre | 1,373 | - | BI01010001010000000000000515BI0100001120 |
| 9 | [20.68.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 1. Up to 300mm dia | - | Per Kg. | 64 | - | BI01010001010000000000000515BI0100001121 |
| 10 | [21.104.18]Supplying, erection, testing and
commissioning of submersible motor
pumping set non clog for sewerage
having head 10.00 m as per the indicated
requirements of discharge in LPM and
power capacity in BHP as per IS marked
including all accessories (like SS Pipes,
SS Chain (Shackle Chain) ,SS Foundation
Bolt, complete base frame, Monorail,
Chain Guide Line, Auto Compiling, Duct
Foot Bend (D/F Bend) etc. complete in all
respect 18. Discharge Capacity (LPM) - 1000
Power Capacity (BHP) - 5 | - | Each | 64,005 | - | BI01010001010000000000000515BI0100001122 |
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