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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.4 LAdmitted-Finance | ₹39.4 L | L1 | Admitted-Finance |
| 2 | L2₹40.1 L+₹67,303.30 (1.71%)Admitted-Finance H NO 1 BLOCK NO 2 SRI GANGANAGAR 335001 RAJ | GANGANAGAR | RAJASTHAN | 335001 | ₹40.1 L+₹67,303.30 (1.71%) | L2 | Admitted-Finance |
| 3 | L3₹40.3 L+₹90,192.40 (2.29%)Admitted-Finance C O GENERAL DAIRY VILLAGE BARAGAON SRI GANGANAGAR 335 001 | GANGANAGAR | RAJASTHAN | 335001 | ₹40.3 L+₹90,192.40 (2.29%) | L3 | Admitted-Finance |
| 4 | L4₹41.1 L+₹1.7 L (4.28%)Admitted-Finance 51 HANUMAN COLONY GALI NO 4 CHAK 5 E CHHOTI SRI GANGANAGAR RAJ | ₹41.1 L+₹1.7 L (4.28%) | L4 | Admitted-Finance |
| 5 | L5₹41.9 L+₹2.4 L (6.15%)Admitted-Finance RM 01 RIDHISIDHI I SRI GANGANAGAR 335001 RAJ | SRI GANGANAGAR | SRI GANGANAGAR | RAJASTHAN | 335001 | ₹41.9 L+₹2.4 L (6.15%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Dashmesh Construction Company L1 | M/s Singla Trading Comapny L7 | PAREEK AND COMPANY L3 | KHANNA CONSTRUCTIONS L5 | Ganganagar Enterprises L8 | THAKURJI ENTERPRISES L6 | Gyan Chand Marothia Engineer Contractor And Suppliers L2 | AYUSH BUILDERS L9 | SHIVA CONSTRUCTION COMPANY L4 | ROYAL BUILDERS L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out in all kind of soil (excavated soil) complete all as specified and directed. | 254 | Cum | 110 ₹27,940 | 150 ₹38,100 | 200 ₹50,800 | 140 ₹35,560 | 98 ₹24,892 Lowest | 110 ₹27,940 | 130 ₹33,020 | 240 ₹60,960 | 600 ₹1,52,400 | 200 ₹50,800 |
| 2.00 | M&L for cement concrete type D2 1:4:8 (40mm graded aggregate) as in foundation and mass concrete complete all as specified and directed. | 43.63 | Cum | 3,000 ₹1,30,890 | 2,250 ₹98,167.5 | 2,000 ₹87,260 Lowest | 2,800 ₹1,22,164 | 3,000 ₹1,30,890 | 3,100 ₹1,35,253 | 3,000 ₹1,30,890 | 2,850 ₹1,24,345.5 | 3,500 ₹1,52,705 | 2,990 ₹1,30,453.7 |
| 3.00 | M&L for cement concrete type C2 1:3:6 (40mm graded aggregate) as in encasing of pipe, foundations, filling and mass concrete complete all as specified and directed. | 93.44 | Cum | 3,200 ₹2,99,008 | 2,600 ₹2,42,944 Lowest | 3,500 ₹3,27,040 | 3,000 ₹2,80,320 | 2,900 ₹2,70,976 | 3,556 ₹3,32,272.64 | 2,800 ₹2,61,632 | 3,100 ₹2,89,664 | 4,000 ₹3,73,760 | 3,100 ₹2,89,664 |
| 4.00 | M&L for Reinforced concrete pipes,(450mm dia) class NP2, laid and jointed complete with collars complete all as specified and directed. | 80 | RM | 2,200 ₹1,76,000 | 2,200 ₹1,76,000 | 3,500 ₹2,80,000 | 3,000 ₹2,40,000 | 2,550 ₹2,04,000 | 2,500 ₹2,00,000 | 600 ₹48,000 Lowest | 2,550 ₹2,04,000 | 1,200 ₹96,000 | 2,000 ₹1,60,000 |
| 5.00 | M&L for brickwork with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and directed. | 26.02 | Cum | 6,000 ₹1,56,120 | 5,950 ₹1,54,819 | 5,000 ₹1,30,100 Lowest | 5,800 ₹1,50,916 | 6,000 ₹1,56,120 | 5,900 ₹1,53,518 | 6,000 ₹1,56,120 | 5,900 ₹1,53,518 | 5,000 ₹1,30,100 Lowest | 7,500 ₹1,95,150 |
| 6.00 | M&L for brickwork with subclass `B' bricks, laid flat in brick on edge wall (less than half brick thick) built in CM 1:4 complete all as specified and directed. | 360.11 | Sqm | 900 ₹3,24,099 | 875 ₹3,15,096.25 | 700 ₹2,52,077 | 1,200 ₹4,32,132 | 1,000 ₹3,60,110 | 900 ₹3,24,099 | 300 ₹1,08,033 Lowest | 1,000 ₹3,60,110 | 1,000 ₹3,60,110 | 600 ₹2,16,066 |
| 7.00 | M&L for cement concrete type B1, 1:2:4 (20 mm graded aggeragte) as in roof kerbs of mud stops, rounded or chamfered on edges, coping etc including use of necessary form work where required complete all as specified and directed. | 10.23 | Cum | 6,000 ₹61,380 | 5,950 ₹60,868.5 | 6,000 ₹61,380 | 4,200 ₹42,966 | 5,900 ₹60,357 | 5,500 ₹56,265 | 4,000 ₹40,920 Lowest | 6,000 ₹61,380 | 5,000 ₹51,150 | 7,500 ₹76,725 |
| 8.00 | M&L for rendering 15mm thick cement plaster in CM 1:4 on fair faces or other than fair faces of brick work finished even and smooth complete all as specified and directed. | 44 | Sqm | 300 ₹13,200 | 260 ₹11,440 | 250 ₹11,000 | 290 ₹12,760 | 200 ₹8,800 | 200 ₹8,800 | 190 ₹8,360 Lowest | 225 ₹9,900 | 300 ₹13,200 | 290 ₹12,760 |
| 9.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 40 | Cum | 30 ₹1,200 Lowest | 65 ₹2,600 | 100 ₹4,000 | 80 ₹3,200 | 80 ₹3,200 | 75 ₹3,000 | 60 ₹2,400 | 100 ₹4,000 | 500 ₹20,000 | 120 ₹4,800 |
| 10.00 | Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 214 | Cum | 50 ₹10,700 | 95 ₹20,330 | 100 ₹21,400 | 80 ₹17,120 | 50 ₹10,700 | 45 ₹9,630 Lowest | 60 ₹12,840 | 150 ₹32,100 | 200 ₹42,800 | 150 ₹32,100 |
Tender Value
Refer Docs
EMD Value
₹86,100
Closing Date
10 Sept 2026, 6:00 pmClosed
GE Sri Ganganagar
Garrison Engineer Sri Ganganagar, Military Engineer services , Sri GanganagarCantt Rajasthan-335001
UPGRADATION OF EXISTING DRAINAGES SYS AT SGNR MIL STN
2026_MES_778465_2
GE SGNR/TOK-23 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
₹86,100
Yes
21 Sept 2026
27 Aug 2026
12 Sept 2026
27 Aug 2026
10 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out in all kind of soil (excavated soil) complete all as specified and directed. | 254 | Cum | - | - |
| 2 | M&L for cement concrete type D2 1:4:8 (40mm graded aggregate) as in foundation and mass concrete complete all as specified and directed. | 43.63 | Cum | - | - |
| 3 | M&L for cement concrete type C2 1:3:6 (40mm graded aggregate) as in encasing of pipe, foundations, filling and mass concrete complete all as specified and directed. | 93.44 | Cum | - | - |
| 4 | M&L for Reinforced concrete pipes,(450mm dia) class NP2, laid and jointed complete with collars complete all as specified and directed. | 80 | RM | - | - |
| 5 | M&L for brickwork with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and directed. | 26.02 | Cum | - | - |
| 6 | M&L for brickwork with subclass `B' bricks, laid flat in brick on edge wall (less than half brick thick) built in CM 1:4 complete all as specified and directed. | 360.11 | Sqm | - | - |
| 7 | M&L for cement concrete type B1, 1:2:4 (20 mm graded aggeragte) as in roof kerbs of mud stops, rounded or chamfered on edges, coping etc including use of necessary form work where required complete all as specified and directed. | 10.23 | Cum | - | - |
| 8 | M&L for rendering 15mm thick cement plaster in CM 1:4 on fair faces or other than fair faces of brick work finished even and smooth complete all as specified and directed. | 44 | Sqm | - | - |
| 9 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 40 | Cum | - | - |
| 10 | Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 214 | Cum | - | - |
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