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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹44.0 L+₹3.6 L (8.83%)Admitted-Finance ROOM NO 01 1ST FLOOR SIMA TRADING BUILDING SURVEY NO 268 GARACHARMA VILL SRI VIJAY PURAM 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | L2 | Admitted-Finance | |
| 3 | L3₹44.0 L+₹3.6 L (8.86%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Gurunath Construction L2 | USR Transport L1 | S Rajan L3 |
|---|---|---|---|---|---|---|
| 1.00 | B/R PORTION
S & F for roof trusses (framed), trussed, purlins, crane grantries, rail and fastenings and heavy bracket framing (beam, tee, angle, channel, or flat section ) including bracket, etc complet Fe 410-W (Gde-E-250) quaility A all as specified and as directed. | 1,068 | Kg | 265 ₹2,83,020 Lowest | 467 ₹4,98,756 | 300 ₹3,20,400 |
| 2.00 | M & L for preparation of new or previously untreated steel surfaces of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and as directed. | 25 | Sqm | 190 ₹4,750 Lowest | 407 ₹10,175 | 366 ₹9,150 |
| 3.00 | S & F 0.56 mm thick plain, aluminium sheeting, alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed) complete all as specified and as directed. | 242 | Sqm | 300 ₹72,600 Lowest | 907 ₹2,19,494 | 1,560 ₹3,77,520 |
| 4.00 | S & F 110mm bore PVC (SWR) pipe single socketed in any length fixed to walls with rubber ring joint for rain water /PVC bends including necessary fixing arrangements with and including MS clamps for support etc complete all as specified and as directed. | 39 | RM | 550 ₹21,450 | 607 ₹23,673 | 507 ₹19,773 Lowest |
| 5.00 | Excavation in trenches, n.exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, etc. n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in any type of soil all as specified and as directed. | 93.51 | Cum | 700 ₹65,457 Lowest | 877 ₹82,008.27 | 1,000 ₹93,510 |
| 6.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in soil all as specified and directed | 55.79 | Cum | 650 ₹36,263.5 | 327 ₹18,243.33 Lowest | 361 ₹20,140.19 |
| 7.00 | Removing excavated materials (soil) to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point all as specified and directed. | 37.73 | Cum | 550 ₹20,751.5 Lowest | 707 ₹26,675.11 | 600 ₹22,638 |
| 8.00 | M & L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) an in foundation of manholes complete all as specified and as directed. | 7 | Cum | 21,500 ₹1,50,500 | 17,007 ₹1,19,049 | 15,240 ₹1,06,680 Lowest |
| 9.00 | M & L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping, surface channels, benchings, etc., of manholes finished fair and even complete all as specified and as directed. | 3 | Cum | 25,000 ₹75,000 | 18,007 ₹54,021 Lowest | 24,073 ₹72,219 |
| 10.00 | M & L for Pre-cast cement concrete block masonry (1:3:6), type C-1 (using 20mm graded stone aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4, as in walls of manholes all as specified and as directed. | 15 | Cum | 25,500 ₹3,82,500 | 18,007 ₹2,70,105 Lowest | 22,183 ₹3,32,745 |
Tender Value
₹42.5 L
EMD Value
₹85,000
Closing Date
17 Mar 2026, 6:00 pmClosed
GE
GE CAMPBELL BAY, ARMY LAND, CAMPBELL BAY, GREAT NICOBAR-744302
PROVISION OF RAIN WATER HARVESTING SYSTEM FROM EXISTING BUILDINGS TO UNDER GROUND WATER SUMP AT CGDHQ-10, CAMPBELL BAY UNDER GE CAMPBELL BAY
2026_MES_751902_1
8226/E8
Open Tender
Civil Works
Item Rate
180 days
CAMPBELL BAY
PLEASE REFER TENDER DOCUMENT AND NIT
9 documents required · 9 mandatory
₹500
GE CAMPBELL BAY
₹85,000
Yes
11 Apr 2026
9 Feb 2026
19 Mar 2026
9 Feb 2026
17 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B/R PORTION
S & F for roof trusses (framed), trussed, purlins, crane grantries, rail and fastenings and heavy bracket framing (beam, tee, angle, channel, or flat section ) including bracket, etc complet Fe 410-W (Gde-E-250) quaility A all as specified and as directed. | 1,068 | Kg | - | - |
| 2 | M & L for preparation of new or previously untreated steel surfaces of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and as directed. | 25 | Sqm | - | - |
| 3 | S & F 0.56 mm thick plain, aluminium sheeting, alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed) complete all as specified and as directed. | 242 | Sqm | - | - |
| 4 | S & F 110mm bore PVC (SWR) pipe single socketed in any length fixed to walls with rubber ring joint for rain water /PVC bends including necessary fixing arrangements with and including MS clamps for support etc complete all as specified and as directed. | 39 | RM | - | - |
| 5 | Excavation in trenches, n.exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, etc. n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in any type of soil all as specified and as directed. | 134 | Cum | - | - |
| 6 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in soil all as specified and directed | 90.5 | Cum | - | - |
| 7 | Removing excavated materials (soil) to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point all as specified and directed. | 43.5 | Cum | - | - |
| 8 | M & L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) an in foundation of manholes complete all as specified and as directed. | 7 | Cum | - | - |
| 9 | M & L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping, surface channels, benchings, etc., of manholes finished fair and even complete all as specified and as directed. | 3 | Cum | - | - |
| 10 | M & L for Pre-cast cement concrete block masonry (1:3:6), type C-1 (using 20mm graded stone aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:4, as in walls of manholes all as specified and as directed. | 15 | Cum | - | - |
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