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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹40.5 L+₹1.7 L (4.39%)Admitted-Finance FLAT NO 404 A WING HILL SIDE RESIDENCY BEHIND KIRTI POLICE SOCIETY KATRAP BADLAPUR EAST DIST THANE MAHARASHTRA 451503 | 451503 | L2 | Admitted-Finance | |
| 3 | L3₹42.8 L+₹4.0 L (10.3%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹43.6 L+₹4.8 L (12.4%)Admitted-Finance SR NO 331 2B PLOT NO 43 R H NO 02 BALDEWA RAO BUNGLOW NEWA NMC WATER TANK PATHARDI SHIVAR NASHIK 422 009 INDEX NO E 84CWE AF LOHEGAON PUNE | NASHIK | MAHARASHTRA | 422009 | L4 | Admitted-Finance | |
| 5 | L5₹44.4 L+₹5.6 L (14.5%)Admitted-Finance FLAT NO 1004 BUILDING NO L 11 KEDAR HOUSING SOCIETY 10TH FLOOR SECTOR NO 21 TALOJA PHASE 2 PANVEL RAIGAD NAVI MUMBAI 410208 | NAVI MUMBAI | RAIGAD | MAHARASHTRA | 410208 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Commercial Electric Co. L1 | Shree Ayyappa Engineering L7 | cooltech engineering services L8 | TETRI ENTERPRISES L6 | TECHNO SOFT SOLUTIONS L3 | Shree Sai Samarth Enterprises L4 | M/S SOMANATH ENTERPRISES L2 | P JAGANNDHARAJU L9 | M/s ASPIRE ENGINEERING ENTERPRISES L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n .exc 1.5 mtr wide and not exec 1.5 mtr depth and getting out in looses/soft soil complete all as specified | 290 | Cum | 380 ₹1,10,200 | 400 ₹1,16,000 | 420 ₹1,21,800 | 380 ₹1,10,200 | 290 ₹84,100 Lowest | 295 ₹85,550 | 360 ₹1,04,400 | 369 ₹1,07,010 | 350 ₹1,01,500 |
| 2.00 | Returing filling in incl spreading leveling, watering and well ramming in layer not less than 25 cum each layer all as specified. | 285 | Cum | 140 ₹39,900 | 120 ₹34,200 | 90 ₹25,650 | 12 ₹3,420 Lowest | 80 ₹22,800 | 85 ₹24,225 | 100 ₹28,500 | 128 ₹36,480 | 80 ₹22,800 |
| 3.00 | Removing excavated material to a distance not exc 50M and depositing where directed at a level n.exc 1.5 mtr above the starting point complete all as specified | 5 | Cum | 300 ₹1,500 | 130 ₹650 | 100 ₹500 | 50 ₹250 Lowest | 130 ₹650 | 150 ₹750 | 180 ₹900 | 210 ₹1,050 | 120 ₹600 |
| 4.00 | Supply and laying double wall corrugated (DWC) HDPE pipe 50 mm outer dia for protection of UG cable as per IS: 16205 (part 24) of 2017 complete all as specified. | 500 | RM | 210 ₹1,05,000 | 250 ₹1,25,000 | 200 ₹1,00,000 | 199 ₹99,500 Lowest | 225 ₹1,12,500 | 256 ₹1,28,000 | 210 ₹1,05,000 | 285 ₹1,42,500 | 250 ₹1,25,000 |
| 5.00 | Supply and laying double wall corrugated (DWC) HDPE pipe 63 mm outer dia for protection of UG cable as per IS: 16205 (part 24) of 2017 complete all as specified. | 300 | RM | 225 ₹67,500 Lowest | 280 ₹84,000 | 250 ₹75,000 | 299 ₹89,700 | 245 ₹73,500 | 289 ₹86,700 | 230 ₹69,000 | 299 ₹89,700 | 240 ₹72,000 |
| 6.00 | Supply and laying double wall corrugated (DWC) HDPE pipe 90 mm outer dia for protection of UG cable as per IS: 16205 (part 24) of 2017 complete all as specified | 200 | RM | 275 ₹55,000 Lowest | 350 ₹70,000 | 320 ₹64,000 | 399 ₹79,800 | 290 ₹58,000 | 295 ₹59,000 | 280 ₹56,000 | 355 ₹71,000 | 310 ₹62,000 |
| 7.00 | M&L PCC 1:4:8 type D 2 using 40 mm graded stone aggregate for filling of pole & stay complete all as directed | 0.08 | Cum | 6,000 ₹480 | 4,500 ₹360 Lowest | 5,500 ₹440 | 5,500 ₹440 | 5,469 ₹437.52 | 5,690 ₹455.2 | 5,000 ₹400 | 4,587 ₹366.96 | 8,500 ₹680 |
| 8.00 | M&L PCC 1:3:6 type C 2 using 40 mm graded stone aggregate for filling of pole & stay complete all as directed | 0.5 | Cum | 6,500 ₹3,250 | 5,500 ₹2,750 | 7,700 ₹3,850 | 6,500 ₹3,250 | 7,458 ₹3,729 | 7,450 ₹3,725 | 6,500 ₹3,250 | 7,856 ₹3,928 | 4,500 ₹2,250 Lowest |
| 9.00 | M&L PCC 1:2:4 type B1 using 20 mm graded stone aggregate for copining of pole complete all as directed | 0.08 | Cum | 9,000 ₹720 | 8,500 ₹680 Lowest | 9,900 ₹792 | 18,500 ₹1,480 | 9,584 ₹766.72 | 8,520 ₹681.6 | 9,500 ₹760 | 8,523 ₹681.84 | 15,000 ₹1,200 |
| 10.00 | M & L for tube light grade galvanised with all fittings laid along the pole/in trenches / under road or floor of 50 mm bore including removing the rusted old one complete all as specified and directed. | 10 | RM | 450 ₹4,500 | 590 ₹5,900 | 452 ₹4,520 | 950 ₹9,500 | 520 ₹5,200 | 560 ₹5,600 | 480 ₹4,800 | 358 ₹3,580 Lowest | 850 ₹8,500 |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
28 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER I GOS
GARRISON ENGINEER I GOPALPUR MILITARY STATION PO GOLABANDHA DIST GANJAM ODISHA 761052
REP/MAINT AND REPL OF LT PANELS FEEDER PILLAR BOXES AND OTHER MISC WKS AT ZONE B AND REP/REPL OF ELECTRICAL WIRING INCL ALL CONNECTED ELECTRICAL FITTINGS AND FIXTURES AND OTM MD ACCNS UNDER GE(I) GOS
2026_MES_782619_1
GE/GOS/TOK/107 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GOS
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER I GOS
₹80,000
18 Sept 2026
4 Aug 2026
4 Sept 2026
4 Aug 2026
28 Aug 2026
21 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n .exc 1.5 mtr wide and not exec 1.5 mtr depth and getting out in looses/soft soil complete all as specified | 290 | Cum | - | - |
| 2 | Returing filling in incl spreading leveling, watering and well ramming in layer not less than 25 cum each layer all as specified. | 285 | Cum | - | - |
| 3 | Removing excavated material to a distance not exc 50M and depositing where directed at a level n.exc 1.5 mtr above the starting point complete all as specified | 5 | Cum | - | - |
| 4 | Supply and laying double wall corrugated (DWC) HDPE pipe 50 mm outer dia for protection of UG cable as per IS: 16205 (part 24) of 2017 complete all as specified. | 500 | RM | - | - |
| 5 | Supply and laying double wall corrugated (DWC) HDPE pipe 63 mm outer dia for protection of UG cable as per IS: 16205 (part 24) of 2017 complete all as specified. | 300 | RM | - | - |
| 6 | Supply and laying double wall corrugated (DWC) HDPE pipe 90 mm outer dia for protection of UG cable as per IS: 16205 (part 24) of 2017 complete all as specified | 200 | RM | - | - |
| 7 | M&L PCC 1:4:8 type D 2 using 40 mm graded stone aggregate for filling of pole & stay complete all as directed | 0.08 | Cum | - | - |
| 8 | M&L PCC 1:3:6 type C 2 using 40 mm graded stone aggregate for filling of pole & stay complete all as directed | 0.5 | Cum | - | - |
| 9 | M&L PCC 1:2:4 type B1 using 20 mm graded stone aggregate for copining of pole complete all as directed | 0.08 | Cum | - | - |
| 10 | M & L for tube light grade galvanised with all fittings laid along the pole/in trenches / under road or floor of 50 mm bore including removing the rusted old one complete all as specified and directed. | 10 | RM | - | - |
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