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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.2 LAccepted-AOC NEAR RAILWAY CROSSING ADAMPUR DOABA JALANDHAR JALANDHAR PUNJAB 144103 | JALANDHAR | PUNJAB | 144103 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹36.8 L+₹43,660 (1.20%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹37.1 L+₹68,115 (1.87%)Rejected-Finance VILL CHOMON ADAMPUR JALANDHAR PUNJAB 144103 UDYAM PB 10 0011450 | JALANDHAR | PUNJAB | 144103 | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹37.2 L+₹79,755 (2.19%)Rejected-Finance | L4 | Rejected-Finance Other than lowest bidder | |
| 5 | L5₹37.5 L+₹1.1 L (3.01%)Rejected-Finance | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | siddharthenterprises L6 | M/s Sahib and Company L3 | R K ENTERPRISES L7 | M/S GURBACHAN SINGH L1 | N S ENGINEERS L4 | PRATHAM TRADERS L5 | A H BUILDERS L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n. exc 1.5 m wide for foundation, laying of pipes, drain, trenches etc. getting out in soft/ loose soil by manually not exceeding 1.50 metre deep and getting out complete, all as specified and as directed. | 3 | Cubic Metre | 160 ₹480 Lowest | 200 ₹600 | 300 ₹900 | 250 ₹750 | 200 ₹600 | 345 ₹1,035 | 240 ₹720 |
| 2.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in SOFT/LOOSE soil complete, all as specified and as directed. | 20 | Each | 230 ₹4,600 | 180 ₹3,600 Lowest | 350 ₹7,000 | 280 ₹5,600 | 200 ₹4,000 | 205 ₹4,100 | 185 ₹3,700 |
| 3.00 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each, complete, all as specified and as directed. | 1 | Cubic Metre | 60 ₹60 Lowest | 60 ₹60 Lowest | 100 ₹100 | 115 ₹115 | 100 ₹100 | 135 ₹135 | 110 ₹110 |
| 4.00 | Removing excavated spoil to a distance not exceeding 500 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified and as directed. | 2 | Cubic Metre | 60 ₹120 Lowest | 100 ₹200 | 120 ₹240 | 120 ₹240 | 100 ₹200 | 145 ₹290 | 130 ₹260 |
| 5.00 | Removing old torn out Retro- reflective self adhesive tape and sticker on existing link sign boards including cleaning and refixing new Retro reflective tape and stickers (by using 3M HIP high intensity grade prismatic reflective) on the existing sign boards complete all as directed by Engineer -in- Charge. | 71 | Square Metre | 150 ₹10,650 | 100 ₹7,100 | 2,200 ₹1,56,200 | 1,200 ₹85,200 | 50 ₹3,550 Lowest | 805 ₹57,155 | 750 ₹53,250 |
| 6.00 | M&L for PCC type B-0 (1:2:4), using 12.5 mm graded crushed stone aggregates as in coping, weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed. | 1 | Cubic Metre | 6,000 ₹6,000 | 5,850 ₹5,850 | 7,500 ₹7,500 | 5,800 ₹5,800 Lowest | 6,000 ₹6,000 | 5,885 ₹5,885 | 5,865 ₹5,865 |
| 7.00 | M&L for PCC type D-2 (1:4:8), using 40 mm graded crushed stone aggregates as in filling & mass concrete, sub base etc. complete all as specified and as directed. | 1 | Cubic Metre | 4,000 ₹4,000 Lowest | 4,000 ₹4,000 Lowest | 5,500 ₹5,500 | 4,200 ₹4,200 | 4,000 ₹4,000 Lowest | 4,265 ₹4,265 | 4,250 ₹4,250 |
| 8.00 | M&L for PCC type C-2 (1:3:6), using 40 mm graded crushed stone aggregates as in filling & mass concrete, sub base etc. complete all as specified and as directed. | 3 | Cubic Metre | 4,600 ₹13,800 | 4,500 ₹13,500 | 6,500 ₹19,500 | 4,800 ₹14,400 | 3,500 ₹10,500 Lowest | 6,000 ₹18,000 | 6,100 ₹18,300 |
| 9.00 | M&L for PCC type B-2 (1:2:4), using 40 mm graded crushed stone aggregates as in surface channels and drain complete all as specified and as directed. | 3 | Cubic Metre | 6,000 ₹18,000 | 5,500 ₹16,500 Lowest | 6,500 ₹19,500 | 5,500 ₹16,500 Lowest | 6,000 ₹18,000 | 5,965 ₹17,895 | 6,000 ₹18,000 |
| 10.00 | M&L for PCC type B-1 (1:2:4), using 20 mm graded crushed stone aggregates as in kerb or mud stops, rounded or chamfered on edges complete all as specified. | 8 | Cubic Metre | 6,000 ₹48,000 | 5,500 ₹44,000 Lowest | 7,500 ₹60,000 | 5,800 ₹46,400 | 6,000 ₹48,000 | 6,020 ₹48,160 | 6,000 ₹48,000 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
7 May 2026, 6:00 pmClosed
GE (AF) Adampur
GE (AF) Adampur
CERTAIN REPAIRS TO SIGN BOARDS, PATH, HARD STANDING, DRAINS AND STRENTHENING OF RUNWAY EDGES BY EARTH FILLING AT AF STN ADAMPUR
2026_MES_760541_1
GE(AF)/ADM/T-06 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
Under GE (AF) Adampur
As per tender
8 documents required · 8 mandatory
₹500
GE (AF) Adampur
₹90,000
Yes
6 Jun 2026
16 Apr 2026
9 May 2026
16 Apr 2026
7 May 2026
1 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n. exc 1.5 m wide for foundation, laying of pipes, drain, trenches etc. getting out in soft/ loose soil by manually not exceeding 1.50 metre deep and getting out complete, all as specified and as directed. | 3 | Cubic Metre | - | - |
| 2 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in SOFT/LOOSE soil complete, all as specified and as directed. | - | Each | - | - |
| 3 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each, complete, all as specified and as directed. | - | Cubic Metre | - | - |
| 4 | Removing excavated spoil to a distance not exceeding 500 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified and as directed. | 2 | Cubic Metre | - | - |
| 5 | Removing old torn out Retro- reflective self adhesive tape and sticker on existing link sign boards including cleaning and refixing new Retro reflective tape and stickers (by using 3M HIP high intensity grade prismatic reflective) on the existing sign boards complete all as directed by Engineer -in- Charge. | 71 | Square Metre | - | - |
| 6 | M&L for PCC type B-0 (1:2:4), using 12.5 mm graded crushed stone aggregates as in coping, weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed. | 1 | Cubic Metre | - | - |
| 7 | M&L for PCC type D-2 (1:4:8), using 40 mm graded crushed stone aggregates as in filling & mass concrete, sub base etc. complete all as specified and as directed. | 1 | Cubic Metre | - | - |
| 8 | M&L for PCC type C-2 (1:3:6), using 40 mm graded crushed stone aggregates as in filling & mass concrete, sub base etc. complete all as specified and as directed. | 3 | Cubic Metre | - | - |
| 9 | M&L for PCC type B-2 (1:2:4), using 40 mm graded crushed stone aggregates as in surface channels and drain complete all as specified and as directed. | 3 | Cubic Metre | - | - |
| 10 | M&L for PCC type B-1 (1:2:4), using 20 mm graded crushed stone aggregates as in kerb or mud stops, rounded or chamfered on edges complete all as specified. | 8 | Cubic Metre | - | - |
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