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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.4 LAccepted-AOC | ₹45.4 L Quoted ₹45.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹47.5 L+₹1.9 L (4.21%)Rejected-Finance C O GENERAL DAIRY VILLAGE BARAGAON SRI GANGANAGAR 335 001 | GANGANAGAR | RAJASTHAN | 335001 | ₹47.5 L+₹1.9 L (4.21%) | L2 | Rejected-Finance Higher than L1 |
| 3 | L3₹49.4 L+₹3.9 L (8.55%)Rejected-Finance | ₹49.4 L+₹3.9 L (8.55%) | L3 | Rejected-Finance Higher than L1 |
| 4 | L4₹49.9 L+₹4.3 L (9.49%)Rejected-Finance RM 01 RIDHISIDHI I SRI GANGANAGAR 335001 RAJ | SRI GANGANAGAR | SRI GANGANAGAR | RAJASTHAN | 335001 | ₹49.9 L+₹4.3 L (9.49%) | L4 | Rejected-Finance Higher than L1 |
| 5 | L5₹49.9 L+₹4.4 L (9.68%)Rejected-Finance 51 HANUMAN COLONY GALI NO 4 CHAK 5 E CHHOTI SRI GANGANAGAR RAJ | ₹49.9 L+₹4.4 L (9.68%) | L5 | Rejected-Finance Higher than L1 |
| Sl No | Description | Qty | Unit | THAKURJI ENTERPRISES L7 | Dashmesh Construction Company L6 | PAREEK AND COMPANY L2 | KHANNA CONSTRUCTIONS L4 | SHIVA CONSTRUCTION COMPANY L5 | Ganganagar Enterprises L9 | M/s Singla Trading Comapny L3 | AYUSH BUILDERS L8 | Aggarwal Brothers and company L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed. | 132 | Cum | 121 ₹15,972 | 200 ₹26,400 | 150 ₹19,800 | 150 ₹19,800 | 1,000 ₹1,32,000 | 108 ₹14,256 Lowest | 150 ₹19,800 | 300 ₹39,600 | 150 ₹19,800 |
| 2.00 | M & L for Cement Concrete Type D2 1:4:8 (40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 7.75 | Cum | 1,711 ₹13,260.25 | 3,000 ₹23,250 | 3,000 ₹23,250 | 3,100 ₹24,025 | 3,500 ₹27,125 | 1,708 ₹13,237 Lowest | 2,500 ₹19,375 | 3,000 ₹23,250 | 3,000 ₹23,250 |
| 3.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed. | 150 | Sqm | 72 ₹10,800 | 35 ₹5,250 | 30 ₹4,500 Lowest | 80 ₹12,000 | 600 ₹90,000 | 68 ₹10,200 | 40 ₹6,000 | 100 ₹15,000 | 30 ₹4,500 Lowest |
| 4.00 | M & L for hard core of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | 15 | Cum | 2,261 ₹33,915 | 3,000 ₹45,000 | 1,500 ₹22,500 Lowest | 3,500 ₹52,500 | 2,000 ₹30,000 | 1,800 ₹27,000 | 3,200 ₹48,000 | 2,500 ₹37,500 | 2,000 ₹30,000 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 91 | Cum | 72 ₹6,552 | 75 ₹6,825 | 60 ₹5,460 | 80 ₹7,280 | 500 ₹45,500 | 68 ₹6,188 | 65 ₹5,915 | 150 ₹13,650 | 20 ₹1,820 Lowest |
| 6.00 | Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed. | 41 | Cum | 72 ₹2,952 | 150 ₹6,150 | 80 ₹3,280 | 80 ₹3,280 | 500 ₹20,500 | 68 ₹2,788 | 85 ₹3,485 | 200 ₹8,200 | 50 ₹2,050 Lowest |
| 7.00 | M & L for treating the back fill in contact with foundation at the rate of 7.5 litre of emulsion per Sqm of vertical surface (area of the sub structure in contact with back fill to be measured) complete all as specified and directed. | 25 | Sqm | 161 ₹4,025 | 300 ₹7,500 | 96 ₹2,400 Lowest | 200 ₹5,000 | 250 ₹6,250 | 148 ₹3,700 | 250 ₹6,250 | 350 ₹8,750 | 100 ₹2,500 |
| 8.00 | M & L for 75 mm thick P.C.C 1:4:8 type D-2 using 40 mm graded aggregate as in sub base of floor complete all as specified and directed. | 150 | Sqm | 161 ₹24,150 | 300 ₹45,000 | 240 ₹36,000 | 250 ₹37,500 | 220 ₹33,000 | 148 ₹22,200 Lowest | 265 ₹39,750 | 200 ₹30,000 | 250 ₹37,500 |
| 9.00 | M&L for 75mm thick Cement concrete type C-2 , 1:3:6 (20 mm graded aggregate) as in plinth protection complete all as specified and directed. | 72 | Sqm | 331 ₹23,832 | 350 ₹25,200 | 300 ₹21,600 | 280 ₹20,160 | 260 ₹18,720 Lowest | 318 ₹22,896 | 265 ₹19,080 | 330 ₹23,760 | 300 ₹21,600 |
| 10.00 | M&L for 100mm thick Cement concrete (1:2:4), type B-1 using 20mm graded stone aggregate as in base complete all as specified and directed. | 30 | Sqm | 661 ₹19,830 | 600 ₹18,000 | 550 ₹16,500 | 350 ₹10,500 Lowest | 450 ₹13,500 | 618 ₹18,540 | 560 ₹16,800 | 620 ₹18,600 | 450 ₹13,500 |
Tender Value
Refer Docs
EMD Value
₹87,160
Closing Date
5 Aug 2026, 6:00 pmClosed
GE Sri Ganganagar
Garrison Engineer Sri Ganganagar, Military Engineer services , Sri GanganagarCantt Rajasthan-335001
PROVN OF PUBLIC TOILET AT VARIOUS WORKES AREAS IN SGNR MIL STN
2026_MES_778757_1
GE SGNR/TOK-24 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
₹87,160
Yes
12 Sept 2026
15 Jul 2026
7 Aug 2026
15 Jul 2026
5 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed. | 132 | Cum | - | - |
| 2 | M & L for Cement Concrete Type D2 1:4:8 (40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 7.75 | Cum | - | - |
| 3 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed. | 150 | Sqm | - | - |
| 4 | M & L for hard core of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | 15 | Cum | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 91 | Cum | - | - |
| 6 | Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed. | 41 | Cum | - | - |
| 7 | M & L for treating the back fill in contact with foundation at the rate of 7.5 litre of emulsion per Sqm of vertical surface (area of the sub structure in contact with back fill to be measured) complete all as specified and directed. | 25 | Sqm | - | - |
| 8 | M & L for 75 mm thick P.C.C 1:4:8 type D-2 using 40 mm graded aggregate as in sub base of floor complete all as specified and directed. | 150 | Sqm | - | - |
| 9 | M&L for 75mm thick Cement concrete type C-2 , 1:3:6 (20 mm graded aggregate) as in plinth protection complete all as specified and directed. | 72 | Sqm | - | - |
| 10 | M&L for 100mm thick Cement concrete (1:2:4), type B-1 using 20mm graded stone aggregate as in base complete all as specified and directed. | 30 | Sqm | - | - |
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