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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.5 LAccepted-AOC 32 FATEH ENCLAVE OFFICERS ENCLAVE PHASE II PATIALA 147001 PB | PATIALA | PATIALA | PUNJAB | 147001 | ₹18.5 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹21.4 LRejected-Finance H NO 597 SEONA ROAD RANJIT NAGAR PATIALA PB 147001 | PATIALA | PATIALA | PUNJAB | 147001 | ₹21.4 L | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹23.4 LRejected-Finance BOOTH NO 56 MAIN MARKET SECTOR 40 C CHANDIGARH U T 160036 | CHANDIGARH | CHANDIGARH | CHANDIGARH | 160036 | ₹23.4 L | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | SWAMI ENGINEERS L1 | L-7 Primewave Communications L3 | Jawandha Enterprises L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10sq m on plan and not exceeding 1.5m in depth and getting out in soft /loose soil complete all as spd and directed by Engr-in-Charge . | 42 | Cum | 150 ₹6,300 | 400 ₹16,800 | 180 ₹7,560 |
| 2.00 | Removing excavated material not exceeding. 50m and depositing where directed at a level not exceeding. 1.5 m above the starting point complete all as specified and directed | 15.91 | Cum | 50 ₹795.50 | 180 ₹2,863.80 | 25 ₹397.75 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm. complete all as specified and directed | 10.92 | Cum | 50 ₹546 | 90 ₹982.80 | 25 ₹273 |
| 4.00 | M&L for PCC 1:4:8 type D-2 using 40mm graded mechanical crushed stone aggrgate Cement concrete in foundations, filling and mass-concrete complete all as specified and directed | 2.26 | Cum | 2,500 ₹5,650 | 4,000 ₹9,040 | 4,000 ₹9,040 |
| 5.00 | M & L for brick work with sub class `B' bricks old size in CM 1:4 straight or curved on plan exceeding 6m mean redius in damaged man holes septic tank/soak well etc complete all as specified and directed. | 16.15 | Cum | 4,500 ₹72,675 | 5,500 ₹88,825 | 5,500 ₹88,825 |
| 6.00 | M&L for rendering 15mm thick on other than fair faces of brick work on wall or on concrete inner surfaces of drain in cement mortar 1:4 and finished the surfaces fair and even smooth without using extra cement complete all as specified and directed. | 127.5 | Sqm | 200 ₹25,500 | 230 ₹29,325 | 200 ₹25,500 |
| 7.00 | M&L for Mild steel bars 10mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to complete all as specified and directed. | 270 | KG | 105 ₹28,350 | 110 ₹29,700 | 70 ₹18,900 |
| 8.00 | All as per BOQ srl item No. 7.00 here-in- above but 8mm dia in complete all as specified and directed. | 13 | KG | 105 ₹1,365 | 120 ₹1,560 | 75 ₹975 |
| 9.00 | M&L for Hard core, broken stone to gauge not exceeding 63 mm, deposited spread and leveled in layer not exceeding 15 cm thick complete all as specified and directed. | 2.25 | CUM | 1,500 ₹3,375 | 1,800 ₹4,050 | 1,600 ₹3,600 |
| 10.00 | M&L for 75mm thick PCC 1:4:8 type D-2 using 40mm mechanically crushed stone aggrgate Cement concrete as in floor, complete all as specified and directed. | 15 | Sqm | 250 ₹3,750 | 320 ₹4,800 | 150 ₹2,250 |
Updated dates
Tender Value
₹19.7 L
EMD Value
₹39,350
Closing Date
25 Apr 2026, 6:00 pmClosed
GE AF AMBALA
GE AF AMBALA
PROVN OF NEW GENERATION GREASE TRAPS AT CERTAIN MESSES AND FLOORING AT CERTAIN STORES AND OFFICES AT AF STN PATIALA UNDER GE (AF) PATIALA UNDER GE (AF) AMBALA
2026_MES_758292_1
GE AF/AMB-T-90/2025-26
Open Tender
Civil Works
180 days
GE AF AMBALA
ALL BIDDERS ARE ADMITTED
7 documents required · 7 mandatory
₹500
GE AF AMBALA
₹39,350
Yes
27 May 2026
28 Mar 2026
27 Apr 2026
28 Mar 2026
25 Apr 2026
11 Apr 2026
28 Mar 2026 - 4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10sq m on plan and not exceeding 1.5m in depth and getting out in soft /loose soil complete all as spd and directed by Engr-in-Charge . | - | Cum | - | - | |
Removing excavated material not exceeding. 50m and depositing where directed at a level not exceeding. 1.5 m above the starting point complete all as specified and directed | - | Cum | - | - | |
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm. complete all as specified and directed | - | Cum | - | - | |
M&L for PCC 1:4:8 type D-2 using 40mm graded mechanical crushed stone aggrgate Cement concrete in foundations, filling and mass-concrete complete all as specified and directed | - | Cum | - | - | |
M & L for brick work with sub class `B' bricks old size in CM 1:4 straight or curved on plan exceeding 6m mean redius in damaged man holes septic tank/soak well etc complete all as specified and directed. | - | Cum | - | - | |
M&L for rendering 15mm thick on other than fair faces of brick work on wall or on concrete inner surfaces of drain in cement mortar 1:4 and finished the surfaces fair and even smooth without using extra cement complete all as specified and directed. | - | Sqm | - | - | |
M&L for Mild steel bars 10mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to complete all as specified and directed. | - | KG | - | - | |
All as per BOQ srl item No. 7.00 here-in- above but 8mm dia in complete all as specified and directed. | - | KG | - | - | |
M&L for Hard core, broken stone to gauge not exceeding 63 mm, deposited spread and leveled in layer not exceeding 15 cm thick complete all as specified and directed. | - | CUM | - | - | |
M&L for 75mm thick PCC 1:4:8 type D-2 using 40mm mechanically crushed stone aggrgate Cement concrete as in floor, complete all as specified and directed. | - | Sqm | - | - |
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