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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.3 LAccepted-AOC GURUDWARA LANE PORT BLAIR 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹43.3 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹48.1 L+₹4.8 L (11.0%)Rejected-Finance | ₹48.1 L+₹4.8 L (11.0%) | L2 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 3 | L3₹48.2 L+₹4.9 L (11.3%)Rejected-Finance OPP CCS GARACHARMA PORT BLAIR 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹48.2 L+₹4.9 L (11.3%) | L3 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 4 | L4₹49.7 L+₹6.4 L (14.7%)Rejected-Finance ATR MAIN ROAD GARACHARMA II OPP MAHINDRA JADWET SHOWROOM SRI VIJAYA PURAM 744105 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹49.7 L+₹6.4 L (14.7%) | L4 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 5 | L5₹50.4 L+₹7.1 L (16.3%)Rejected-Finance | ₹50.4 L+₹7.1 L (16.3%) | L5 | Rejected-Finance NOT BEING LOWEST BIDDER |
| Sl No | Description | Qty | Unit | Island Ship Repairers L8 | RPG AND COMPANY L4 | B S Grewal L1 | M/s Saina Enterprises L6 | Nirman Construction Company L2 | DEEPAK AGENCIES L3 | MAJUMDAR FURNITURE L7 | M/s Kamal Electrical L9 | M/s K Moorthi L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in post holes (or similar holes) each not exceeding 0.5 cum getting out in Hard/dense soil returning filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25cm watering and removing surplus soil to a distance not exceeding 50m and making good surfaces complete. | 60 | Each | 460 ₹27,600 Lowest | 640 ₹38,400 | 560 ₹33,600 | 665 ₹39,900 | 615 ₹36,900 | 620 ₹37,200 | 695 ₹41,700 | 670 ₹40,200 | 648 ₹38,880 |
| 2.00 | M & L for PCC 1:3:6 type C2 ( using 40 mm graded stone aggregate) as in foundation filling mass concrete complete all as specified and as directed. | 41.5 | Cum | 15,500 ₹6,43,250 | 9,550 ₹3,96,325 | 8,400 ₹3,48,600 Lowest | 9,807 ₹4,06,990.5 | 9,219 ₹3,82,588.5 | 9,295 ₹3,85,742.5 | 9,975 ₹4,13,962.5 | 10,060 ₹4,17,490 | 9,700 ₹4,02,550 |
| 3.00 | Supply & Fix mild steel angles flat iron, bars, flats wind ties for roof including securing bolts, posts and struts in fencing etc including cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets (for securing wire mesh etc) including all necessary drilling bolting or riveting, etc. and similar work confirming to Fe-290 Gde E-165 complete.all as specified and directed. | 850 | Kg | 655 ₹5,56,750 | 160 ₹1,36,000 | 140 ₹1,19,000 Lowest | 163 ₹1,38,550 | 154 ₹1,30,900 | 155 ₹1,31,750 | 166 ₹1,41,100 | 170 ₹1,44,500 | 162 ₹1,37,700 |
| 4.00 | S&F PVC coated (1mm thick) chain link fencing exc 2.00 but n.exc 3.50 kg per sqm with size of mesh 50 x 50 mm and thickness of wire n.exc 2.83 mm Complete all as specified and as directed. | 1,050 | Kg | 476 ₹4,99,800 | 310 ₹3,25,500 | 255 ₹2,67,750 Lowest | 315 ₹3,30,750 | 295 ₹3,09,750 | 282 ₹2,96,100 | 303 ₹3,18,150 | 310 ₹3,25,500 | 295 ₹3,09,750 |
| 5.00 | S&F posts and struts in fencing including cutting tops to shape as directed, drilling holes and heavy bracket framing (beam,tee,angle,channel or flat sections) including distance pieces, cleats etc Fe 410-W (Gde E-250) quality A complete all as specified and as directed. | 210 | Kg | 565 ₹1,18,650 | 200 ₹42,000 | 140 ₹29,400 Lowest | 172 ₹36,120 | 195 ₹40,950 | 155 ₹32,550 | 166 ₹34,860 | 170 ₹35,700 | 162 ₹34,020 |
| 6.00 | S&F mild steel bolts with hexagonal or square head one end and screwed the other or screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut exc 5 cm long n.exc 10 cm long dia metre of neck exceeding 11 to 15 mm complete all as specified and as directed. | 50 | Kg | 565 ₹28,250 | 140 ₹7,000 | 125 ₹6,250 Lowest | 146 ₹7,300 | 137 ₹6,850 | 138 ₹6,900 | 148 ₹7,400 | 150 ₹7,500 | 145 ₹7,250 |
| 7.00 | M&L for preparing new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces complete all as specified and as directed. | 140 | Sqm | 540 ₹75,600 | 230 ₹32,200 | 205 ₹28,700 Lowest | 239 ₹33,460 | 225 ₹31,500 | 227 ₹31,780 | 243 ₹34,020 | 250 ₹35,000 | 237 ₹33,180 |
| 8.00 | Excavation in trenches n exc 1.5m wide and not exceeding 1.50m and getting out in hard/dense soil complete all as specified and as directed | 6 | Cum | 650 ₹3,900 Lowest | 800 ₹4,800 | 700 ₹4,200 | 817 ₹4,902 | 768 ₹4,608 | 775 ₹4,650 | 831 ₹4,986 | 840 ₹5,040 | 810 ₹4,860 |
| 9.00 | M & L for cement concrete 1:4:8 type D2 ( using 40 mm graded stone aggregate) as in foundation, filling mass concrete complete all as specified and as directed. | 3 | Cum | 10,900 ₹32,700 | 10,010 ₹30,030 | 8,800 ₹26,400 Lowest | 10,274 ₹30,822 | 9,658 ₹28,974 | 9,737 ₹29,211 | 10,450 ₹31,350 | 10,540 ₹31,620 | 10,186 ₹30,558 |
| 10.00 | M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in foundations incl rafts, footings and mass concrete complete all as specified and as directed | 6 | Cum | 13,900 ₹83,400 | 14,790 ₹88,740 | 13,000 ₹78,000 Lowest | 15,177 ₹91,062 | 14,267 ₹85,602 | 14,384 ₹86,304 | 15,437 ₹92,622 | 15,570 ₹93,420 | 15,047 ₹90,282 |
Tender Value
₹43.3 L
EMD Value
₹87,000
Closing Date
8 Aug 2026, 6:00 pmClosed
GE Brichgunj Sri Vijaya Puram
GE Brichgunj Sri Vijaya Puram
PROVN OF CERTAIN SANCTIONED AND MINOR WORKS AT BRICHGUNJ AND SPECIAL REPAIRS TO FLOORING, SUNKEN TREATMENT AND OTHER ASSOCIATED BR WORKS AT OMQ BLOCK NO. P-835, P-836, P-832 AND P-833 AT VAYU VIHAR AF STN UNDER GE BRICHGUNJ, SRI VIJAYA PURAM
2026_MES_774995_1
8766A
Open Tender
Civil Works
Item Rate
180 days
GE Brichgunj Sri Vijaya Puram
AS PER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
Yes
₹87,000
Yes
17 Sept 2026
27 Jun 2026
10 Aug 2026
27 Jun 2026
8 Aug 2026
11 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in post holes (or similar holes) each not exceeding 0.5 cum getting out in Hard/dense soil returning filling in and ramming earth or broken rubble mixed with earth around in layers n.exc 25cm watering and removing surplus soil to a distance not exceeding 50m and making good surfaces complete. | 60 | Each | - | - |
| 2 | M & L for PCC 1:3:6 type C2 ( using 40 mm graded stone aggregate) as in foundation filling mass concrete complete all as specified and as directed. | 41.5 | Cum | - | - |
| 3 | Supply & Fix mild steel angles flat iron, bars, flats wind ties for roof including securing bolts, posts and struts in fencing etc including cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets (for securing wire mesh etc) including all necessary drilling bolting or riveting, etc. and similar work confirming to Fe-290 Gde E-165 complete.all as specified and directed. | 850 | Kg | - | - |
| 4 | S&F PVC coated (1mm thick) chain link fencing exc 2.00 but n.exc 3.50 kg per sqm with size of mesh 50 x 50 mm and thickness of wire n.exc 2.83 mm Complete all as specified and as directed. | 1,050 | Kg | - | - |
| 5 | S&F posts and struts in fencing including cutting tops to shape as directed, drilling holes and heavy bracket framing (beam,tee,angle,channel or flat sections) including distance pieces, cleats etc Fe 410-W (Gde E-250) quality A complete all as specified and as directed. | 210 | Kg | - | - |
| 6 | S&F mild steel bolts with hexagonal or square head one end and screwed the other or screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut exc 5 cm long n.exc 10 cm long dia metre of neck exceeding 11 to 15 mm complete all as specified and as directed. | 50 | Kg | - | - |
| 7 | M&L for preparing new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces complete all as specified and as directed. | 140 | Sqm | - | - |
| 8 | Excavation in trenches n exc 1.5m wide and not exceeding 1.50m and getting out in hard/dense soil complete all as specified and as directed | 6 | Cum | - | - |
| 9 | M & L for cement concrete 1:4:8 type D2 ( using 40 mm graded stone aggregate) as in foundation, filling mass concrete complete all as specified and as directed. | 3 | Cum | - | - |
| 10 | M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in foundations incl rafts, footings and mass concrete complete all as specified and as directed | 6 | Cum | - | - |
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