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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.1 LAdmitted-Finance V PO RAIKO KI DHANI NAWAJI KA PANA BHURTIYA DISTT BARMER RAJ PIN 344001 | BARMER | RAJASTHAN | 344001 | ₹33.1 L | L1 | Admitted-Finance |
| 2 | L2₹35.8 L+₹2.7 L (8.22%)Admitted-Finance 205 IIND PHASE INDUSTRIAL AREA BARMER 344001 | BARMER | BARMER | RAJASTHAN | 344001 | ₹35.8 L+₹2.7 L (8.22%) | L2 | Admitted-Finance |
| 3 | L3₹36.9 L+₹3.8 L (11.4%)Admitted-Finance | ₹36.9 L+₹3.8 L (11.4%) | L3 | Admitted-Finance |
| 4 | L4₹37.1 L+₹4.0 L (12.2%)Admitted-Finance 2 EVEREST VIHAR PT T N MISHRA MARG NIRMAN NAGAR JAIPUR 302019 | JAIPUR | RAJASTHAN | 302019 | ₹37.1 L+₹4.0 L (12.2%) | L4 | Admitted-Finance |
| 5 | L5₹38.5 L+₹5.4 L (16.3%)Admitted-Finance NO 28 KUMHARON KI BASTI DHOONDHA BARMER RAJASTHAN 344035 | BARMER | RAJASTHAN | 344035 | ₹38.5 L+₹5.4 L (16.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Rasam Engg Co. L4 | National Rewinding Works L2 | Devi Engineeing L3 | DEVARAM CONSTRUCTION COMPANY L5 | M/s Malinath Electricals L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n' exc 1.5 m wide and n' exc 1.5 m in depth and n' exc 10 Sq m on plan and getting out in soft / loose soil complete all as specified. | 1,319.8 | Cum | 140 ₹1,84,772 | 250 ₹3,29,950 | 255 ₹3,36,549 | 135 ₹1,78,173 Lowest | 180 ₹2,37,564 |
| 2.00 | Excavation in trenches for each additional 1.5m or part thereof in depth beyond the first 1.5 m for laying of cable/fixing of pole and getting out in any type of soil. | 2.16 | Cum | 250 ₹540 | 350 ₹756 | 400 ₹864 | 150 ₹324 Lowest | 500 ₹1,080 |
| 3.00 | Returning, filling in excavated material (soil) including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified.. | 720.5 | Cum | 65 ₹46,832.5 | 60 ₹43,230 | 90 ₹64,845 | 30 ₹21,615 Lowest | 50 ₹36,025 |
| 4.00 | Removing excavated material to a distance n' exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified. | 599.3 | Cum | 65 ₹38,954.5 | 60 ₹35,958 | 90 ₹53,937 | 40 ₹23,972 Lowest | 50 ₹29,965 |
| 5.00 | Material and labour for clean dry tibba sand in trenches/ducts for cushoning to cable complete all as specified. (Punned thickness shall be measured & paid) | 389.4 | Cum | 150 ₹58,410 | 100 ₹38,940 Lowest | 175 ₹68,145 | 140 ₹54,516 | 200 ₹77,880 |
| 6.00 | Supply and laying stone patti 40-50 mm thick, 25-30 cm wide abutting each other for cable protection complete all as specified. | 778.9 | Sqm | 175 ₹1,36,307.5 | 100 ₹77,890 Lowest | 215 ₹1,67,463.5 | 140 ₹1,09,046 | 180 ₹1,40,202 |
| 7.00 | Laying only stone patti received serviceable during excavation for cable complete all as specified. | 519.3 | Sqm | 35 ₹18,175.5 | 50 ₹25,965 | 27 ₹14,021.1 | 140 ₹72,702 | 25 ₹12,982.5 Lowest |
| 8.00 | M & L PCC 1:4:8 type D2 using 40 mm graded stone aggregate for foundation of pole. Complete all as directed by Engineer-in-Charge. | 20 | Cum | 2,800 ₹56,000 | 2,000 ₹40,000 Lowest | 2,700 ₹54,000 | 2,800 ₹56,000 | 2,500 ₹50,000 |
| 9.00 | M & L PCC 1:3:6 type C1 using 20 mm graded stone aggregate for pedestal of pole. Complete all as directed by Engineer-in-Charge. | 2 | Cum | 3,500 ₹7,000 | 4,000 ₹8,000 | 4,000 ₹8,000 | 3,800 ₹7,600 | 2,800 ₹5,600 Lowest |
| 10.00Labour for removing and taking out existing underground LT Cable from trenches or pole or underground in pipe duct either by cutting PCC surface and making good after passing the cable carefully cleaning complete all as specified. Note :- (i) Excavation, earth work, sand cushioning, brick protection, cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule. | ||||||||
Tender Value
₹38 L
EMD Value
₹76,000
Closing Date
26 Aug 2026, 6:00 pmClosed
GE (AF) UTARLAI
GE (AF) UTARLAI PB No. 11 Barmer 344001
REPAIR/ MAINT TO LT CABLE AND CONNECTED ITEMS AT AIR FORCE STATION UTARLAI
2026_MES_769017_2
8107/E8
Open Tender
Civil Works
Item Rate
180 days
Utarlai
As per NIT
9 documents required · 9 mandatory
₹500
GE (AF) UTARLAI
₹76,000
Yes
17 Sept 2026
3 Aug 2026
28 Aug 2026
3 Aug 2026
26 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n' exc 1.5 m wide and n' exc 1.5 m in depth and n' exc 10 Sq m on plan and getting out in soft / loose soil complete all as specified. | 1,319.8 | Cum | 10 | ₹13,198 |
| 2 | Excavation in trenches for each additional 1.5m or part thereof in depth beyond the first 1.5 m for laying of cable/fixing of pole and getting out in any type of soil. | 2.16 | Cum | 10 | ₹21.6 |
| 3 | Returning, filling in excavated material (soil) including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified.. | 720.5 | Cum | 10 | ₹7,205 |
| 4 | Removing excavated material to a distance n' exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified. | 599.3 | Cum | 10 | ₹5,993 |
| 5 | Material and labour for clean dry tibba sand in trenches/ducts for cushoning to cable complete all as specified. (Punned thickness shall be measured & paid) | 389.4 | Cum | 10 | ₹3,894 |
| 6 | Supply and laying stone patti 40-50 mm thick, 25-30 cm wide abutting each other for cable protection complete all as specified. | 778.9 | Sqm | 10 | ₹7,789 |
| 7 | Laying only stone patti received serviceable during excavation for cable complete all as specified. | 519.3 | Sqm | 10 | ₹5,193 |
| 8 | M & L PCC 1:4:8 type D2 using 40 mm graded stone aggregate for foundation of pole. Complete all as directed by Engineer-in-Charge. | 20 | Cum | 10 | ₹200 |
| 9 | M & L PCC 1:3:6 type C1 using 20 mm graded stone aggregate for pedestal of pole. Complete all as directed by Engineer-in-Charge. | 2 | Cum | 10 | ₹20 |
| 10Labour for removing and taking out existing underground LT Cable from trenches or pole or underground in pipe duct either by cutting PCC surface and making good after passing the cable carefully cleaning complete all as specified. Note :- (i) Excavation, earth work, sand cushioning, brick protection, cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule. | |||||
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