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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.4 LAccepted-AOC | ₹47.4 L | L1 | Accepted-AOC Accept |
| 2 | L2₹47.5 L+₹11,920 (0.25%)Rejected-Finance | ₹47.5 L+₹11,920 (0.25%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹50.4 L+₹3.0 L (6.33%)Rejected-Finance C O JAS INDUSTRIES MA ROAD PHOENIX BAY PORT BLAIR 744 102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | ₹50.4 L+₹3.0 L (6.33%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹50.5 L+₹3.1 L (6.52%)Rejected-Finance NEAR OLD CCS JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹50.5 L+₹3.1 L (6.52%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹50.5 L+₹3.1 L (6.63%)Rejected-Finance | ₹50.5 L+₹3.1 L (6.63%) | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | A PALANI L8 | V M YOUSUF L3 | M/s V M K Construction L6 | M/S AMK CONSTRUCTIONS L7 | NAWAZ CONSTRUCTIONS L5 | SKV Engineering L4 | N H CONSTRUCTION L1 | SPR CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Site Clearance in soft/loose soil by clearing shrubs, vegetation, grass, bush , weed, trees and saplings not exceeding 30 cm in girth, measured at a height of one metre above ground level and disposing rubbish/ useless materials upto a distance 50 m outside the periphery of the MD area. Roots of trees and saplings shall be removed as described under felling of trees and the hollows filled up with earth, levelled and rammed. complete all as specified and directed by Engineer in charge. | 300 | Sqm | 82 ₹24,600 | 100 ₹30,000 | 25 ₹7,500 Lowest | 100 ₹30,000 | 85 ₹25,500 | 90 ₹27,000 | 80 ₹24,000 | 80 ₹24,000 |
| 2.00 | M&L for bringing approved earth from out side MD land and spreading in layers n.exc 25cm thickness including watering complete all as specified and directed by Engineer in charge.
Note : Contractor shall maintain level register with initial and final reading of level duly signed by himself and Engineer-in-Charge. The same shall be submitted during the payment of RAR/FB. | 600 | Cum | 600 ₹3,60,000 | 550 ₹3,30,000 | 800 ₹4,80,000 | 550 ₹3,30,000 | 515 ₹3,09,000 Lowest | 600 ₹3,60,000 | 600 ₹3,60,000 | 550 ₹3,30,000 |
| 3.00 | M&L for forming embankments including raising or lowering earth,spreading in layers n.exc.30 cm thick,watering,ramming/rolling and finishing to required size, shape n.exc 1.50 metre high from base complete all as specified and directed by Engineer in charge. | 150 | Cum | 300 ₹45,000 | 280 ₹42,000 | 300 ₹45,000 | 260 ₹39,000 | 265 ₹39,750 | 300 ₹45,000 | 250 ₹37,500 Lowest | 250 ₹37,500 Lowest |
| 4.00 | Excavation over areas n.exc. 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 160 | Cum | 300 ₹48,000 | 260 ₹41,600 | 250 ₹40,000 Lowest | 260 ₹41,600 | 280 ₹44,800 | 300 ₹48,000 | 250 ₹40,000 Lowest | 260 ₹41,600 |
| 5.00 | Excavation over areas exc. 1.5 m n. exc 3.0 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 110 | Cum | 300 ₹33,000 | 260 ₹28,600 | 250 ₹27,500 Lowest | 260 ₹28,600 | 280 ₹30,800 | 300 ₹33,000 | 250 ₹27,500 Lowest | 260 ₹28,600 |
| 6.00 | Removing Excavated soils not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. | 90 | Cum | 300 ₹27,000 | 260 ₹23,400 | 100 ₹9,000 Lowest | 260 ₹23,400 | 280 ₹25,200 | 300 ₹27,000 | 250 ₹22,500 | 260 ₹23,400 |
| 7.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and directed by Engineer-in-Charge. | 180 | Cum | 300 ₹54,000 | 260 ₹46,800 | 100 ₹18,000 Lowest | 260 ₹46,800 | 240 ₹43,200 | 300 ₹54,000 | 220 ₹39,600 | 260 ₹46,800 |
| 8.00 | M&L for Plain Cement Concrete Type C2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete including necessary formwork complete all as specified and directed by Engineer-in-Charge. | 10 | Cum | 14,000 ₹1,40,000 | 12,500 ₹1,25,000 | 14,000 ₹1,40,000 | 12,200 ₹1,22,000 | 12,500 ₹1,25,000 | 13,000 ₹1,30,000 | 12,000 ₹1,20,000 Lowest | 12,050 ₹1,20,500 |
| 9.00 | M&L for Reinforced cement concrete M-30 Design mix using 20 mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge. | 35 | Cum | 15,000 ₹5,25,000 | 14,800 ₹5,18,000 | 1,600 ₹56,000 Lowest | 15,000 ₹5,25,000 | 15,250 ₹5,33,750 | 14,600 ₹5,11,000 | 14,000 ₹4,90,000 | 14,500 ₹5,07,500 |
| 10.00 | M & L for Reinforced cement concrete M-30 Design Mix, using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like, any thickness above top of footings including attached pilasters and buttresses etc complete all as specified and directed by Engineer-in-Charge. | 60 | Cum | 15,000 ₹9,00,000 | 14,800 ₹8,88,000 | 16,200 ₹9,72,000 | 15,200 ₹9,12,000 | 15,250 ₹9,15,000 | 14,600 ₹8,76,000 | 14,000 ₹8,40,000 Lowest | 14,500 ₹8,70,000 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
1 Jan 2025, 6:00 pmClosed
GE Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
CONSTRUCTION OF RETAINING WALL BESIDE NEW OTM BUILDING AT CT POOL AND PARKING SHED AT SRINAGAR COLONY UNDER GE MINNIEBAY PORT BLAIR
2024_MES_688231_1
8463/E8
Open Tender
Civil Works
Item Rate
180 days
GE Minniebay, Sri Vijaya Puram
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
Yes
GE Minniebay
₹86,000
Yes
23 Aug 2025
11 Dec 2024
3 Jan 2025
11 Dec 2024
1 Jan 2025
25 Dec 2024
Amount
Site Clearance in soft/loose soil by clearing shrubs, vegetation, grass, bush , weed, trees and saplings not exceeding 30 cm in girth, measured at a height of one metre above ground level and disposing rubbish/ useless materials upto a distance 50 m outside the periphery of the MD area. Roots of trees and saplings shall be removed as described under felling of trees and the hollows filled up with earth, levelled and rammed. complete all as specified and directed by Engineer in charge.
M&L for bringing approved earth from out side MD land and spreading in layers n.exc 25cm thickness including watering complete all as specified and directed by Engineer in charge. Note : Contractor shall maintain level register with initial and final reading of level duly signed by himself and Engineer-in-Charge. The same shall be submitted during the payment of RAR/FB.
M&L for forming embankments including raising or lowering earth,spreading in layers n.exc.30 cm thick,watering,ramming/rolling and finishing to required size, shape n.exc 1.50 metre high from base complete all as specified and directed by Engineer in charge.
Excavation over areas n.exc. 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
Excavation over areas exc. 1.5 m n. exc 3.0 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
Removing Excavated soils not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and directed by Engineer-in-Charge.
M&L for Plain Cement Concrete Type C2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete including necessary formwork complete all as specified and directed by Engineer-in-Charge.
M&L for Reinforced cement concrete M-30 Design mix using 20 mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge.
M & L for Reinforced cement concrete M-30 Design Mix, using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like, any thickness above top of footings including attached pilasters and buttresses etc complete all as specified and directed by Engineer-in-Charge.
M&L for steel formwork to sides of concrete foundations,footings,bases of columns,raft and raft beams,sides and soffits (if any) of foundation and plinth beams ; and similar work;vertical or to batter,flat complete all as specified and directed by Engineer-in-Charge.
M&L for steel formwork to faces of wall,retaining wall, abutments,parapets and staicase railings and similar work including attached pillasters,buttresses,etc;vertical or to batter,flat complete all as specified and directed by Engineer-in-Charge.
M&L CRS Fe-550D grade TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed by Engineer-in-Charge.
M&L for broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level complete all as specified and directed by Engineer in charge.
M&L for 150 mm bore UPVC (SWR) pipes as in weep holes complete all as specified and directed by Engineer in charge.
M&L for precast cement concrete block masonry with solid block, exc 10cm in width in PCC type C-1, 1:3:6 (using 20mm graded stone aggregate) set in CM (1:6) complete all as specified and directed by Engineer in charge.
M&L for rendering 15mm thick plaster in CM (1:4) on brick/block wall or concrete surfaces finished even & fair complete all as specified and directed by Engineer-in-Charge.
M & L for preparation of new plastered surfaces and applying two coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm complete all as specified and as directed by Engr-in-Charge
Excavating in post holes in hard/dense soil n.exc. 0.5 cum and getting out returning, filling in and ramming in layers n.exc. 25 cm, watering and removing surplus soil to a distance n.exc. 50 mtr and making good the surface complete all as specified and directed by Engineer-in-Charge.
M&L for Plain Cement Concrete Type D2 1:4:8 using 40 mm graded stone aggregate as in foundations, filling and mass concrete for foundation including formwork all as specified and directed
M&L for mild steel work in tubular trusses including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240 complete all as specified and as directed.
M&L Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw including bending and welding angels, as necessary, gusset plates, riveting etc, n exc 10 Kg each brackets, conforming to fe 290 Gde E-165 complete all as specified and as directed by Engineer-in-Charge. Note: Brackets over 10 Kg each to be measured under Structural Steel.
M& L Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the othe or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 10cm long , dia meter of neck 5mm to 10mm complete all as specified and as directed by Engineer-in-Charge.
M&L for two coats of synthetic enamel paint over a coat of Red oxide primer including preparation of new steel/iron surface of any description exc10 cm in width or girth complete all as specified and as directed by Engr-in-Charge.
S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as manufacturers instruction complete all as specified and as directed by Engineer-in-Charge. (Note : Rate quoted is deemed inclusive work on roof height upto 15m with necessary safety arrangements & scaffolding).
S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as in ridges, hips, valley gutter, drip, and straight flashing complete all as specified and as directed by Engineer-in-Charge. (Note : Rate quoted is deemed inclusive work on roof height upto 15m with necessary safety arrangements & scaffolding).
S&F for Aluminium flat , wind ties of any size fixed with self tapping screws of size 40/50mm with integral EPDM washer screwed in roof covering, including all necessary drilling, bolting or riveting etc. and similar work complete all as specified and directed by Engineer in Charge.
M&L for Hardcore of Broken stone/boulders gauge n exc. 63mm, deposited, spread & levelled in layers n exc. 15 cm thick, watered & rammed to a true surface complete all as specified and directed by Engineer in Charge.
M&L for 75mm thick cement concrete 1:4:8 type D–2 using 40mm graded stone aggregates as in sub floors,sub bases of flooring/hard standing including necessary form work complete all as specified and directed by Engineer in Charge.
M&L for 50mm sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engineer in Charge. Note : Each layer of 25mm thick sand shall be punned down properly and compacted sand filling shall only be considered for measurement.
M&L for 60 mm thick Machine pressed precast conctrete interlocking paver block reflective type any shape and size confirming to IS 15658-2006, M-35 Grade complete all as specified and directed by Engineer in Charge.
M&L for mild Steel framed work such as fencing post 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 conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-Charge.
M&L PVC coated GI chain link fencing 3.5mm dia with 50mm x 50mm mesh including fixing of MS line wire / rod, flat iron & machine made hexagonal or square head bolts to fencing posts including dismantling of fencing and fencing post complete all as specified and as directed by Engineer-in-Charge. Note :Mild Steel rod,flat iron and bolts will be measured and paid seperately.
Supply only mild steel screw bolts 10mm dia machine made with hexagonal or square head at one end and screwed the other or screwed both ends for fixing of chain link fencing complete all as specified and as directed by Engineer-in-Charge.
Supply only 10 mm mild steel bars for support to chain link fencing complete all as specified and as directed by Engineer-in-Charge.
S & F plates (Plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe-410 W (Grade E-250) quality A complete all as specified and as directed by Engineer-in-Charge.
SPR CONSTRUCTION (BID ID -3203344)
V M YOUSUF (BID ID -3203648)
SKV Engineering (BID ID -3203762)
NAWAZ CONSTRUCTIONS (BID ID -3202662)
M/s V M K Construction (BID ID -3203455)
M/S AMK CONSTRUCTIONS (BID ID -3203649)
A PALANI (BID ID -3203334)
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