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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹45.0 L+₹1.4 L (3.20%)Rejected-Finance | L2 | Rejected-Finance Higher than L1 | |
| 3 | L3₹46.0 L+₹2.4 L (5.44%)Rejected-Finance | L3 | Rejected-Finance Higher than L1 | |
| 4 | L4₹46.1 L+₹2.5 L (5.66%)Rejected-Finance | L4 | Rejected-Finance Higher than L1 | |
| 5 | L5₹46.5 L+₹2.9 L (6.61%)Rejected-Finance C O GENERAL DAIRY VILLAGE BARAGAON SRI GANGANAGAR 335 001 | GANGANAGAR | RAJASTHAN | 335001 | L5 | Rejected-Finance Higher than L1 |
| Sl No | Description | Qty | Unit | Dashmesh Construction Company L2 | PAREEK AND COMPANY L5 | J and P CONTRACTOR L3 | M/s Singla Trading Comapny L6 | KHANNA CONSTRUCTIONS L8 | M/S BUDHRAM BISHNOI L11 | AYUSH BUILDERS L4 | Ganganagar Enterprises L7 | THAKURJI ENTERPRISES L9 | Gyan Chand Marothia Engineer Contractor And Suppliers L10 | HARJEET SINGH HUF L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes in soft/loose soil (or similar holes) each n exc 0.5 cum 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 50 m and making good surface complete all as specified and directed. | 308 | Each | 95 ₹29,260 | 80 ₹24,640 Lowest | 100 ₹30,800 | 110 ₹33,880 | 100 ₹30,800 | 249 ₹76,692 | 250 ₹77,000 | 100 ₹30,800 | 125 ₹38,500 | 150 ₹46,200 | 150 ₹46,200 |
| 2.00 | Excavation in trenches not exceeding 1.5 Mtr wide and not exceeding 1.50 Mtr in depth for foundation, etc., not exceeding 10 Sqm on plan in soft /loose soil; & getting out in any type of soil complete all as specified and directed. | 100 | Cum | 100 ₹10,000 | 150 ₹15,000 | 200 ₹20,000 | 120 ₹12,000 | 150 ₹15,000 | 329 ₹32,900 | 200 ₹20,000 | 100 ₹10,000 | 90 ₹9,000 Lowest | 100 ₹10,000 | 300 ₹30,000 |
| 3.00 | Returning filling in including spreading, leveling watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. | 75 | Cum | 50 ₹3,750 Lowest | 150 ₹11,250 | 200 ₹15,000 | 55 ₹4,125 | 80 ₹6,000 | 99 ₹7,425 | 50 ₹3,750 Lowest | 50 ₹3,750 Lowest | 50 ₹3,750 Lowest | 100 ₹7,500 | 100 ₹7,500 |
| 4.00 | Removal of excavated material to a distance not exceeding 50m and deposited where directed at level not exceeding 1.5m above the starting point complete all as specified and directed. | 25 | Cum | 50 ₹1,250 Lowest | 150 ₹3,750 | 300 ₹7,500 | 75 ₹1,875 | 80 ₹2,000 | 99 ₹2,475 | 70 ₹1,750 | 50 ₹1,250 Lowest | 50 ₹1,250 Lowest | 100 ₹2,500 | 250 ₹6,250 |
| 5.00 | M&L for PCC 1:4:8 type, D2 (usding 40mm graded stone agg) foundation filling and mass concrete complete all as specified and directed. | 6 | Cum | 2,600 ₹15,600 | 2,000 ₹12,000 | 1,500 ₹9,000 Lowest | 2,300 ₹13,800 | 2,800 ₹16,800 | 3,229 ₹19,374 | 3,000 ₹18,000 | 2,600 ₹15,600 | 3,000 ₹18,000 | 4,000 ₹24,000 | 4,000 ₹24,000 |
| 6.00 | M&L PCC 1:3:6 (using 40mm graded stone aggregate) type C2, in foundation of posts and struts complete all as specified and directed. | 65 | Cum | 2,700 ₹1,75,500 | 2,500 ₹1,62,500 | 1,600 ₹1,04,000 Lowest | 2,500 ₹1,62,500 | 2,600 ₹1,69,000 | 3,529 ₹2,29,385 | 3,500 ₹2,27,500 | 2,800 ₹1,82,000 | 3,200 ₹2,08,000 | 5,000 ₹3,25,000 | 5,000 ₹3,25,000 |
| 7.00 | M&L mild steel work i.e. Angle iron/flat iron as in post and struts in fencing including cutting tops to shape, drilling holes, notching for wire etc conforming to Fe-290 grade E-165 complete all as specified and directed. | 3,133 | Kg | 88 ₹2,75,704 Lowest | 88 ₹2,75,704 Lowest | 120 ₹3,75,960 | 102 ₹3,19,566 | 98 ₹3,07,034 | 103 ₹3,22,699 | 95 ₹2,97,635 | 88 ₹2,75,704 Lowest | 88 ₹2,75,704 Lowest | 100 ₹3,13,300 | 100 ₹3,13,300 |
| 8.00 | S&F 10 mm dia MS round bar for fixing of chain link fencing with post complete all as specifies and directed. | 1,919 | Kg | 85 ₹1,63,115 Lowest | 88 ₹1,68,872 | 90 ₹1,72,710 | 96 ₹1,84,224 | 95 ₹1,82,305 | 103 ₹1,97,657 | 95 ₹1,82,305 | 85 ₹1,63,115 Lowest | 85 ₹1,63,115 Lowest | 100 ₹1,91,900 | 100 ₹1,91,900 |
| 9.00 | M&L two coats of synthetic enamel over a coat of red oxide primer exc 10 cm width /girth on new steel surfaces including preparation of surfaces complete all as specified and directed. | 418 | Sqm | 50 ₹20,900 Lowest | 88 ₹36,784 | 70 ₹29,260 | 65 ₹27,170 | 50 ₹20,900 Lowest | 79 ₹33,022 | 50 ₹20,900 Lowest | 50 ₹20,900 Lowest | 50 ₹20,900 Lowest | 100 ₹41,800 | 80 ₹33,440 |
| 10.00 | Supply only chain link fencing galvanised mild steel hot dipped (IS -2721) of 4 mm dia of mesh size 100 x 100 mm complete all as specified and directed.
Note : Weight of Chain link fencing shall be measured by BOO as detailed by Accepting Officer. | 4,600 | Kg | 120 ₹5,52,000 | 88 ₹4,04,800 Lowest | 130 ₹5,98,000 | 100 ₹4,60,000 | 130 ₹5,98,000 | 149 ₹6,85,400 | 110 ₹5,06,000 | 125 ₹5,75,000 | 125 ₹5,75,000 | 120 ₹5,52,000 | 100 ₹4,60,000 |
Tender Value
Refer Docs
EMD Value
₹82,980
Closing Date
13 Jul 2026, 6:00 pmClosed
GE Sri Ganganagar
Garrison Engineer Sri Ganganagar, Military Engineer services , Sri GanganagarCantt Rajasthan-335001
PROVN OF CERTAIN RW AND MW WORK AT MIL STN SGNR
2026_MES_773999_1
GE SGNR/TOK-09 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
Sri Ganganagar (Raj.)
D Class a(i) and for un-enlisted, refer NIT para 8
7 documents required · 7 mandatory
₹500
GE Sri Ganganagar
₹82,980
Yes
10 Aug 2026
22 Jun 2026
15 Jul 2026
22 Jun 2026
13 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in post holes in soft/loose soil (or similar holes) each n exc 0.5 cum 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 50 m and making good surface complete all as specified and directed. | 308 | Each | - | - |
| 2 | Excavation in trenches not exceeding 1.5 Mtr wide and not exceeding 1.50 Mtr in depth for foundation, etc., not exceeding 10 Sqm on plan in soft /loose soil; & getting out in any type of soil complete all as specified and directed. | 100 | Cum | - | - |
| 3 | Returning filling in including spreading, leveling watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. | 75 | Cum | - | - |
| 4 | Removal of excavated material to a distance not exceeding 50m and deposited where directed at level not exceeding 1.5m above the starting point complete all as specified and directed. | 25 | Cum | - | - |
| 5 | M&L for PCC 1:4:8 type, D2 (usding 40mm graded stone agg) foundation filling and mass concrete complete all as specified and directed. | 6 | Cum | - | - |
| 6 | M&L PCC 1:3:6 (using 40mm graded stone aggregate) type C2, in foundation of posts and struts complete all as specified and directed. | 65 | Cum | - | - |
| 7 | M&L mild steel work i.e. Angle iron/flat iron as in post and struts in fencing including cutting tops to shape, drilling holes, notching for wire etc conforming to Fe-290 grade E-165 complete all as specified and directed. | 3,133 | Kg | - | - |
| 8 | S&F 10 mm dia MS round bar for fixing of chain link fencing with post complete all as specifies and directed. | 1,919 | Kg | - | - |
| 9 | M&L two coats of synthetic enamel over a coat of red oxide primer exc 10 cm width /girth on new steel surfaces including preparation of surfaces complete all as specified and directed. | 418 | Sqm | - | - |
| 10 | Supply only chain link fencing galvanised mild steel hot dipped (IS -2721) of 4 mm dia of mesh size 100 x 100 mm complete all as specified and directed.
Note : Weight of Chain link fencing shall be measured by BOO as detailed by Accepting Officer. | 4,600 | Kg | - | - |
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