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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.6 LAccepted-AOC GROUND FLOOR D 1452 2 GALI NO 4 NEAR JEET CLINIC NEW EXT COLONY PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | ₹42.6 L Quoted ₹43.2 L | L1 | Accepted-AOC AOC |
| 2 | L2₹45.7 LRejected-Finance | ₹45.7 L | L2 | Rejected-Finance Reject due to higher rate quoted |
| 3 | L3₹45.7 LRejected-Finance | ₹45.7 L | L3 | Rejected-Finance Reject due to higher rate quoted |
| 4 | Not Admitted-Fee/PreQual/Technical NEAR BALA SCHOOL MOHALLA CHOUTHIYA KONDAL HATHIN DISTT PALWAL 121103 | HATHIN | PALWAL | HARYANA | 121103 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | THE ALTMAS COOPERATIVE L C SOCIETY LTD ADBAR L2 | THE BHUSHAN COOP L&C SOCIETY LTD L3 | THE URBAN COOP L&C SOCIETY LTD L1 |
|---|---|---|---|---|---|---|
| 1.00 | Recovery of 80mm thick old Interlocking Paver Blocks/Vibrated/Hydraulic Block completed in all respect | 25,000 | NO. | 1 -₹25,000 | 1 -₹25,000 | 4.5 -₹1,12,500 |
Tender Value
₹40.7 L
EMD Value
₹81,320
Closing Date
2 Mar 2026, 5:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
Reconstruction of old IPB Street using CC from Gandhi Park to Chabri House, Chattar Singh to Poshwal Corner and one side gali, Motiram to Dhani Ram, Rajpal to Rasalpur Road and Dr. Kapil to Garg House in Ward 13 MC Palwal.
2026_HRY_504687_1
20268E97FFA1 1270 44F3 86DA 1C4A9CACDF37294ULB
Open Tender
Civil Works
180 days
Palwal
2 documents required · 2 mandatory
₹2,000
₹81,320
Yes
17 Apr 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
Recovery of 80mm thick old Interlocking Paver Blocks/Vibrated/Hydraulic Block completed in all respect
Percentage BoQ
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NUMBER #
[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate]
[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate]
[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) [Through Rate]
[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 [Through Rate]
[17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 2. Grading II material [Through Rate]
[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]
[2.B0242] B0242. 150 mm dia PVC pipe [Rate]
[20.7.5]Stringing out A.C./P.V.C pipes and specials casting along trenches and laying the same in trenches, to correct alignment and gradients including cartage from divisional stores or nearest railway station to site of works and return of pieces of pipes to stores. 5. 150 mm internal diameter of pipe line laid complete [Through Rate]
[4.12.1]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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.14.1]Providing 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 : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.36.1]Steel reinforcement for R.C.C. work ready to use `cut and bend` rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level. 1. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate]
[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
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