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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.4 LAccepted-AOC | ₹37.4 L | L1 | Accepted-AOC Accept |
| 2 | L2₹40.9 L+₹3.5 L (9.27%)Rejected-Finance 1ST FLOOR PRABHA SHOPPING COMPLEX OLD PAHARGAON DOLLYGUNJ PORT BLAIR SOUTH ANDAMAN ANDAMAN NICOBAR 744103 UDYAM AN 01 0000143 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹40.9 L+₹3.5 L (9.27%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹41.4 L+₹4.0 L (10.7%)Rejected-Finance | ₹41.4 L+₹4.0 L (10.7%) | L3 | Rejected-Finance Not being L1 |
| 4 | Rejected-Technical OPP MARICAR HOSPITAL JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | - | - | Rejected-Technical Not submitted residual work load |
| 5 | Rejected-Technical OPP CCS GARACHARMA PORT BLAIR 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | - | - | Rejected-Technical Not submitted residual work load |
| Sl No | Description | Qty | Unit | AMR TRADERS L3 | K R PRAVEEN KUMAR L1 | Island Agency L2 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for surface excavation in soft&loose soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and as directed by Engineer in charge | 120 | Sqm | 100 ₹12,000 | 50 ₹6,000 Lowest | 55 ₹6,600 |
| 2.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation and getting out as in soft/loose soil complete all as specified and as directed by Engineer in charge | 24 | Cum | 450 ₹10,800 | 400 ₹9,600 Lowest | 450 ₹10,800 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in soft/loose soil complete all as specified and as directed by Engineer in charge | 11.5 | Cum | 250 ₹2,875 | 180 ₹2,070 Lowest | 200 ₹2,300 |
| 4.00 | Removing excavated soils n.exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engineer in charge | 12.5 | Cum | 200 ₹2,500 Lowest | 200 ₹2,500 Lowest | 250 ₹3,125 |
| 5.00 | M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) for sub base in foundation including necessary formwork complete all as specified and as directed by Engineer in charge | 30 | Cum | 12,000 ₹3,60,000 | 8,500 ₹2,55,000 Lowest | 8,700 ₹2,61,000 |
| 6.00 | M&L for PCC (1:3:6) type C2 using 40mm graded stone aggregate as in surface channels and drain including necessary formwork complete all as specified and as directed by Engineer in charge | 4.5 | Cum | 12,500 ₹56,250 | 12,000 ₹54,000 Lowest | 13,100 ₹58,950 |
| 7.00 | M&L for extra for forming finished drain or channel 30 to 50 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitered/stopped ends etc complete all as specified and as directed by Engineer in charge | 100 | RM | 200 ₹20,000 | 160 ₹16,000 Lowest | 170 ₹17,000 |
| 8.00 | M & L for cement concrete type B2 1:2:4 (40 mm graded stone aggregate) in foundation,wearing course including necessary formwork complete all as specified and as directed by Engineer in charge | 5 | cum | 11,000 ₹55,000 | 10,500 ₹52,500 Lowest | 11,000 ₹55,000 |
| 9.00 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for | 16 | cum | 500 ₹8,000 Lowest | 900 ₹14,400 | 1,000 ₹16,000 |
| 10.00 | M&L for cement concrete type B-0 (12.5 mm graded stone aggregate) in plinth course, benching,copings, kneelers, apex stones etc including weathering, slightly rounded or chamfered angles including formwork complete all as specified and as directed by Engineer in charge | 3 | Cum | 12,500 ₹37,500 | 12,000 ₹36,000 Lowest | 13,000 ₹39,000 |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
21 Jan 2025, 6:00 pmClosed
GE, Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
8512- REPAIRS TO FOOTPATH,KERB STONE, RAILING, GRILL,CHAIN LINK FENCING AND OTHER MISC WORKS ASHWINI NAGAR, JAYANT PARK, SHO, IDSC, INHS DHANVANTARI AND CERTAIN OTM ACCDN UNDER AGE B/R-I OF GE MINNIE BAY, SHRI VIJAYA PURAM
2024_MES_691061_1
8512/E8
Open Tender
Civil Works
Item Rate
270 days
GE, Minniebay, Sri Vijaya Puram
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
Yes
GE, Minniebay
₹70,000
Yes
23 Aug 2025
31 Dec 2024
23 Jan 2025
31 Dec 2024
21 Jan 2025
14 Jan 2025
Amount
M&L for surface excavation in soft&loose soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and as directed by Engineer in charge
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation and getting out as in soft/loose soil complete all as specified and as directed by Engineer in charge
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in soft/loose soil complete all as specified and as directed by Engineer in charge
Removing excavated soils n.exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engineer in charge
M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) for sub base in foundation including necessary formwork complete all as specified and as directed by Engineer in charge
M&L for PCC (1:3:6) type C2 using 40mm graded stone aggregate as in surface channels and drain including necessary formwork complete all as specified and as directed by Engineer in charge
M&L for extra for forming finished drain or channel 30 to 50 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitered/stopped ends etc complete all as specified and as directed by Engineer in charge
M & L for cement concrete type B2 1:2:4 (40 mm graded stone aggregate) in foundation,wearing course including necessary formwork complete all as specified and as directed by Engineer in charge
Demolition of cement concrete of any description and in any position not otherwise specifically provided for
M&L for cement concrete type B-0 (12.5 mm graded stone aggregate) in plinth course, benching,copings, kneelers, apex stones etc including weathering, slightly rounded or chamfered angles including formwork complete all as specified and as directed by Engineer in charge
Demolition of precast concrete work/ block walling built in cement mortar complete all as specified and as directed by Engineer in charge
M&L for PCC solid block masonry (1:3:6) (using 20mm graded stone aggregate) straight or curved on plan exc 6m mean radius, exc 10cm in width and built in CM (1:6) complete all as specified and as directed by Engineer in charge
Taking down cement plaster on brick or stone wall and racking out joints hacking for key sucrubing down with water etc complete all as specified and as directed by Engineer in charge
M & L for rendering 5 mm thick in cement mortar 1:4 over a backing coat of 10mm thick in CM 1:6 (Total 15 mm thick) on concrete or brick masonry surfaces ,finishing the top surface even and fair complete all as specified and as directed by Engineer in charge
Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and as directed by Engineer in charge
S& F 75 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches floor or wall and similar works complete all as specified and as directed by Engineer in charge
S& F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches floor or wall and similar works complete all as specified and as directed by Engineer in charge
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer in charge
S&F Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer in charge
Dismantiling posts of any description , including taking out embedded portion and making good disturbed ground complete all as specified and as directed by Engineer 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 as directed by Engineer in charge
S&F MS 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
M&L for 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 chain link fencing complete all as specified and as directed by Engineer in charge. Note: MS rod,flat iron and bolts shall be measured and paid seperately
Supply only mild steel screw bolts n exc 12 mm 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 MS bars for support to chain link fencing complete all as specified and as directed Fe 410-W(Gde-E-250) quality-A complete all as specified and as directed by Engineer in charge
Supply only MS Flat iron as in fillets for securing wire mesh including all necessary drilling, bolting or riveting etc and similar work confirming to Fe 410-W(Gde-E-250) quality-A complete all as specified and as directed by Engineer in charge
M & L for complete removal of existing treatment and Preparation of old Plastered wall 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 over old surfaces complete all as specified and as directed by Engineer in charge
Dismantling of tiles of any description or thickness in floor, hearth or wall including cement mortar bedding, removing debries off the premises complete all as specified and as directed by Engineer in charge
M&L for chequred vitrified cement concrete tiles mixed with grey cement and no pigment of size 300x300 ,22-25 mm thick set jointed and pointed in neat cement slurry in floors incl 20 mm thick screed in CM 1:4 complete all as specified and as directed by Engineer in charge
Dismantling of stone slab of any description including cement mortar bedding but not backing, complete all as specified and as directed by Engineer-in-Charge.
M&L 18-20 mm thick Granite work any type ,rate including cutting in curvature shape, moulding including wastage etc fixed to horizontal / vertical surfaces to wall, risers, floor complete including necessary backing screed bed / backing of 15 mm thick in CM (1:4) and pointing with white cement (1:2) using marble dust with mixture of pigment to match with shade of granite complete all as specified and as directed by Engineer in charge
M&L in repair for stainless steel (Grade 304) railing made of hollow tubes,channels, plates etc., including welding, grinding,buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and as directed by Engineer in charge
M&L for laying TT ready patch instant & bituminous pot hole repair mix ready to use material to repair pot holes in road,with chemicals,anti stripping agents,graded aggregate and additives. It can be applied only after brushing out debris from pot hole and fill it with ready patch material and ramming to road level complete all as specified and as directed by Engineer in charge
M& L for machine pressed precast conctete interlocking paver block with grey cement and no pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-40 Grade complete all as specified and as directed by Engineer in charge
M & L for crushed stone sand cushioning for paver tiles including watering and consolidation complete all as specified and as directed by Engineer in charge
M&L for preparation of old painted steel surfaces over 10cm in width or girth and applying one coats of synthetic enamel paint complete all as specified and as directed by Engineer in charge
S & F in repairs framed work as in doors or gates of angle or other section with gusset plates, rail, braces, etc, complete, drilled for fixing of steel sheeting or other concering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door gfitting (exclusive of steel sheeting or other covering , running rails and guides) and hanging , also fastening and fixing complete confirming to Fe-410 W (gde E-250) quality-A complete all as specified and as directed by Engineer in charge
Dismantling of plain or corrugated steel sheeting, any gauge, thickness in roof covering,etc. including ridge 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 : Cost of the quoted rate includes 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 : Cost of the quoted rate includes work on roof height upto 15m with necessary safety arrangements & scaffolding).
Refixing of old galvalume corrugated /steel sheet of any type complete all as specified and as directed by Engineer-in-Charge.
S & F Aluminium flat iron work in, wind ties screwed of size 40 x 6mm as directed, including all necessary drilling, bolting or riveting etc., and similar work complete all as specified and as directed by Engr-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 n.exc10 cm in width or girth complete all as specified and as directed by Engr-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.
Island Agency (BID ID -3220357)
AMR TRADERS (BID ID -3220462)
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