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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.3 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹26.5 L+₹15,424.35 (0.59%)Rejected-Finance | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹29.1 L+₹2.7 L (10.4%)Rejected-Finance 182 INDRA COLONY VILL DAMODARPURA POST TODABHATA TEA BASSI BASSI JAIPUR JAIPUR RAJASTHAN 303301 | JAIPUR | RAJASTHAN | 303301 | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹29.4 L+₹3.1 L (11.6%)Rejected-Finance | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹30.0 L+₹3.6 L (13.8%)Rejected-Finance SHOP NO 48 KHARAR ALIPUR ALIPUR HISAR HARYANA 125044 | HISAR | HISAR | HARYANA | 125044 | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | M/S KAVITA CONSTRUCTION L6 | Balaji Construction Co. L3 | Siya constructions L10 | SITA RAM AND SONS L7 | malik constructions L2 | LACHHMAN SINGH AND BROTHERS L8 | M/s Rao Constructions, 1173 Urban Estate-II, Hisar L4 | Deepak contractor L1 | M/S SM BUILDER CO L5 | K P BUILDERS L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15CM dep getting out in soft /loose soil including clearing away all grass and vegetation saplings , shrubs , bushes , undergrowth roots and removing rubbish upto a distance n exc 50 mtrs outside the periphery of the any installation/ feeder pillar area etc.
Note:-The contractor will ensure that no vegetation grows during the contract period on the area so dressed. | 470 | Sqm | 50 ₹23,500 | 15 ₹7,050 | 20 ₹9,400 | 55 ₹25,850 | 10 ₹4,700 Lowest | 12 ₹5,640 | 40 ₹18,800 | 20 ₹9,400 | 12 ₹5,640 | 100 ₹47,000 |
| 2.00 | Excavation over areas not exc 1.5 mtr in depth and getting out soft/loose soil all as specified. | 188 | Cum | 180 ₹33,840 | 120 ₹22,560 | 135 ₹25,380 | 55 ₹10,340 Lowest | 80 ₹15,040 | 100 ₹18,800 | 200 ₹37,600 | 90 ₹16,920 | 100 ₹18,800 | 120 ₹22,560 |
| 3.00 | Excavation in trenches in soft/loose/hard/dense soil n exc 1.50 meter wide and n exc 1.50 meter in depth for foundation of pole, laying cable etc and getting out etc complete all as specified and directed. | 5.06 | Cum | 120 ₹607.2 | 100 ₹506 | 145 ₹733.7 | 185 ₹936.1 | 100 ₹506 | 100 ₹506 | 200 ₹1,012 | 90 ₹455.4 Lowest | 120 ₹607.2 | 100 ₹506 |
| 4.00 | Returning, filling in including spreading, leveling, watering and well ramming in layers n exc 25 cm thick etc complete all as specified and directed. | 0.2 | Cum | 80 ₹16 | 40 ₹8 Lowest | 45 ₹9 | 185 ₹37 | 50 ₹10 | 100 ₹20 | 200 ₹40 | 100 ₹20 | 190 ₹38 | 100 ₹20 |
| 5.00 | Removing excavated surplus soil exc 50 mtr and depositing where directed at a level n,exc 1.5 mtr above the starting point complete all as specified and directed by Engr in Charge. | 454.87 | Cum | 90 ₹40,938.3 | 10 ₹4,548.7 Lowest | 45 ₹20,469.15 | 55 ₹25,017.85 | 50 ₹22,743.5 | 50 ₹22,743.5 | 80 ₹36,389.6 | 25 ₹11,371.75 | 50 ₹22,743.5 | 100 ₹45,487 |
| 6.00 | Rolling and consolidating formation surfaces with 8 to 10 tonne power roller complete all as specified and directed by Engr in Charge. | 47 | X Sqm | 1,000 ₹47,000 | 400 ₹18,800 | 155 ₹7,285 | 100 ₹4,700 | 700 ₹32,900 | 50 ₹2,350 | 200 ₹9,400 | 10 ₹470 Lowest | 150 ₹7,050 | 250 ₹11,750 |
| 7.00 | M&L for 150mm thick (spread thickness) soling with broken boulders or quarried stone of guage 100mm to 150mm, spread and levelled in layers, interstices filled surface formed and rolled with 8 to 10 tonne power roller complete all as specified and directed by Engr in Charge. | 47 | X Sqm | 2,000 ₹94,000 | 1,800 ₹84,600 | 3,277 ₹1,54,019 | 2,000 ₹94,000 | 1,800 ₹84,600 | 2,600 ₹1,22,200 | 200 ₹9,400 Lowest | 246 ₹11,562 | 2,000 ₹94,000 | 2,250 ₹1,05,750 |
| 8.00 | M&L for Plain cement Concrete 1:2:4 type B2 using 40mm graded stone aggregate as sub base 100mm thick complete all as specified and directed by Engr in Charge. | 470 | Sqm | 400 ₹1,88,000 | 240 ₹1,12,800 | 325 ₹1,52,750 | 475 ₹2,23,250 | 150 ₹70,500 Lowest | 400 ₹1,88,000 | 350 ₹1,64,500 | 290 ₹1,36,300 | 550 ₹2,58,500 | 510 ₹2,39,700 |
| 9.00 | M&L for Stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and side dressed; bedded in cement mortor 1:3, joints 20mm thick, grouted cement in cement mortor 1:2 with an admixture of metallic floor hardner 5 by weight of cement and struck flush complete all as specified. | 470 | Sqm | 2,000 ₹9,40,000 | 2,000 ₹9,40,000 | 1,700 ₹7,99,000 | 1,800 ₹8,46,000 | 1,600 ₹7,52,000 | 2,000 ₹9,40,000 | 1,500 ₹7,05,000 | 950 ₹4,46,500 Lowest | 1,600 ₹7,52,000 | 1,650 ₹7,75,500 |
| 10.00 | M&L for Edge stones to flooring with stone setts of size 250 to 300mm long x 150 to 200mm wide and 450mm deep and ditto all as per item no here in before complete all as specified. | 39 | Sqm | 2,000 ₹78,000 | 2,200 ₹85,800 | 2,000 ₹78,000 | 1,800 ₹70,200 | 2,000 ₹78,000 | 4,000 ₹1,56,000 | 1,800 ₹70,200 | 1,020 ₹39,780 Lowest | 1,600 ₹62,400 | 1,560 ₹60,840 |
Tender Value
₹38 L
EMD Value
₹76,000
Closing Date
23 Sept 2025, 6:00 pmClosed
GE HISAR
GE HISAR
PROVN OF A VEHICLE SHED WITH STONE BED FLOORING AT 291 ARMD WKSP AT HISAR MIL STN UNDER GE HISAR
2025_MES_727410_1
GE(H)-32/2025-26
Open Tender
Civil Works
Item Rate
210 days
GE HISAR
As per NIT
6 documents required · 6 mandatory
₹500
GE HISAR
₹76,000
Yes
22 Nov 2025
23 Aug 2025
1 Oct 2025
23 Aug 2025
23 Sept 2025
8 Sept 2025
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