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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.5 LAccepted-AOC | ₹34.5 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹35.6 L+₹1.0 L (2.96%)Rejected-Finance | ₹35.6 L+₹1.0 L (2.96%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹37.2 L+₹2.6 L (7.59%)Rejected-Finance | ₹37.2 L+₹2.6 L (7.59%) | L3 | Rejected-Finance Being L3 |
| Sl No | Description | Qty | Unit | M/S Punia Constructions L2 | Deepak contractor L3 | M/S RAJESH KUMAR & SONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep in soft/loose soil complete all as specified and directed. | 240 | SQM | 70 ₹16,800 | 25 ₹6,000 | 20 ₹4,800 Lowest |
| 2.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep as in foundation, etc, and getting out in soft/loose soil complete all as specified and directed. | 138 | CUM | 125 ₹17,250 | 250 ₹34,500 | 100 ₹13,800 Lowest |
| 3.00 | M&L PCC type D2, 1:4:8 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete all as specified and as directed. | 8 | CUM | 4,500 ₹36,000 | 5,000 ₹40,000 | 2,000 ₹16,000 Lowest |
| 4.00 | M&L for brick work with sub-class ‘B' bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar (1:4) complete all as specified and directed. | 139 | CUM | 5,500 ₹7,64,500 | 5,000 ₹6,95,000 Lowest | 5,500 ₹7,64,500 |
| 5.00 | M&L 40mm thick damp proof course in CM (1:2:4 ) type B0 to horizontal or vertical surfaces including necessary formwork complete all as specified and as directed.
Note - (WPC shall be measured & paid seperately as per manufacturer's instructions as printed on the container). | 5.5 | SQM | 450 ₹2,475 | 265 ₹1,457.5 | 200 ₹1,100 Lowest |
| 6.00 | M&L brick work with subclass 'B' old size bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and as directed. | 95 | SQM | 500 ₹47,500 Lowest | 650 ₹61,750 | 650 ₹61,750 |
| 7.00 | Returning filling in including spreading leveling watering and well ramming in layers n.exc 25 cm for soil complete all as specified and directed. | 100 | CUM | 50 ₹5,000 | 130 ₹13,000 | 20 ₹2,000 Lowest |
| 8.00 | Removing excavated soils to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | 73 | CUM | 50 ₹3,650 | 200 ₹14,600 | 20 ₹1,460 Lowest |
| 9.00 | M&L for TMT mild steel bars 10 mm dia and over, cut to shape required, including cranking, bending spirally for hooping for coulmns, hooking ends and binding with and including mild steel (annealed) not less than 0.9 mm dia or secuing with clips complete all as specified and directed. | 2,820 | KG | 85 ₹2,39,700 Lowest | 95 ₹2,67,900 | 100 ₹2,82,000 |
| 10.00 | M&L for TMT mild steel bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders cut to shape required, including cranking, bending spirally for hooping for coulmns, hooking ends and binding with and including mild steel (annealed) not less than 0.9 mm dia or secuing with clips complete all as specified and directed. | 550 | KG | 85 ₹46,750 Lowest | 105 ₹57,750 | 90 ₹49,500 |
Tender Value
₹38.9 L
EMD Value
₹77,800
Closing Date
11 Aug 2026, 6:00 pmClosed
GE Hisar
GE Hisar
PROVN OF 02 STORES NEAR BATHROOM BLOCK AT 433 FD HOSP AND CONTRUCTION OF TOILET BLOCK FOR TPS NEAR BN HQ COMPLEX OF 09 MECH UNDER GE HISAR AT MIL STN HISAR
2026_MES_778350_1
GE(H)-11/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE Hisar
As per NIT
6 documents required · 6 mandatory
₹500
GE Hisar
₹77,800
Yes
15 Sept 2026
14 Jul 2026
13 Aug 2026
14 Jul 2026
11 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep in soft/loose soil complete all as specified and directed. | 240 | SQM | - | - |
| 2 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep as in foundation, etc, and getting out in soft/loose soil complete all as specified and directed. | 138 | CUM | - | - |
| 3 | M&L PCC type D2, 1:4:8 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete all as specified and as directed. | 8 | CUM | - | - |
| 4 | M&L for brick work with sub-class ‘B' bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar (1:4) complete all as specified and directed. | 139 | CUM | - | - |
| 5 | M&L 40mm thick damp proof course in CM (1:2:4 ) type B0 to horizontal or vertical surfaces including necessary formwork complete all as specified and as directed.
Note - (WPC shall be measured & paid seperately as per manufacturer's instructions as printed on the container). | 5.5 | SQM | - | - |
| 6 | M&L brick work with subclass 'B' old size bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and as directed. | 95 | SQM | - | - |
| 7 | Returning filling in including spreading leveling watering and well ramming in layers n.exc 25 cm for soil complete all as specified and directed. | 100 | CUM | - | - |
| 8 | Removing excavated soils to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. | 73 | CUM | - | - |
| 9 | M&L for TMT mild steel bars 10 mm dia and over, cut to shape required, including cranking, bending spirally for hooping for coulmns, hooking ends and binding with and including mild steel (annealed) not less than 0.9 mm dia or secuing with clips complete all as specified and directed. | 2,820 | KG | - | - |
| 10 | M&L for TMT mild steel bars 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders cut to shape required, including cranking, bending spirally for hooping for coulmns, hooking ends and binding with and including mild steel (annealed) not less than 0.9 mm dia or secuing with clips complete all as specified and directed. | 550 | KG | - | - |
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