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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.9 LAccepted-AOC 183 MG ROAD JUNGLIGHAT PORT BLAIR 744103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN NICOBAR ISLANDS | 744103 | 1 | Accepted-AOC L1 | |
| 2 | 2₹41.2 L+₹30,216 (0.74%)Rejected-AOC | 2 | Rejected-AOC Not L1 | |
| 3 | 3₹43.1 L+₹2.3 L (5.51%)Rejected-AOC OPP MARUTI SERVICE CENTRE SARACHARMA POST SRI VIJAYA PURAM 744 105 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | 3 | Rejected-AOC Not L1 | |
| 4 | 4₹43.6 L+₹2.7 L (6.63%)Rejected-AOC NEAR OLD CCS JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | 4 | Rejected-AOC Not L1 | |
| 5 | 5₹44.1 L+₹3.2 L (7.91%)Rejected-AOC ROOM NO 01 1ST FLOOR SIMA TRADING BUILDING SURVEY NO 268 GARACHARMA VILL SRI VIJAY PURAM 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | 5 | Rejected-AOC Not L1 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
9 Jun 2021, 6:00 pmClosed
GE Brichgunj
GE Brichgunj Port Blair
REPAIRS MAINTANANCE TO SECURITY FENCING FOOTPATH RWH POND AND HARD STANDING UNDER AGE B/R-II OF GE BRICHGUNJ
2021_MES_438294_1
GEBG8121A
Open Tender
Civil Works
Item Rate
270 days
Brichgunj
As per NIT
8 documents required · 8 mandatory
₹500
GE Brichgunj
₹80,000
Yes
16 Jul 2021
24 Apr 2021
11 Jun 2021
24 Apr 2021
9 Jun 2021
11 May 2021
Amount
Demolition of PCC block masonry built in cement mortar all as specified and as directed.
Demolition of cement concrete of any description and in any position complete all as specified and as directed by Engineer-in-Charge.
Demolition of reinforced cement concrete of any description and in any position not otherwise specially provided including cutting reinforcement to facilitate demolition, complete.
M & L taking down old cement plaster including raking out joints, hacking for keys, scrubbing down with waters on any surface all as specified and directed.
M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate in Cement concrete in foundations, filling and mass concrete completes all as specified & directed.
M & L precast cement concrete block masonry (1:3:6) type C1 (20mm graded aggregate) masonry with solid block exc10cm in width and setting in CM 1:6 etc complete all as specified and directed.
M&L for PCC 1:2:4 type B0 using 12.5mm graded stone aggregate as in coping etc , rounded or chamfered on edges all as directed
M&L for rendering 10mm thick in cement mortar 1:4 on fair faces of brick work/block masonry or concrete surfaces finished even & smooth without using extra cement complete all as directed.
Extra for forming fair finished drain or channel over 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc.
Material and labour for precast RCC (1:2:4) Type B1 (using 20mm graded stone aggregate) as in cover slab for manholes, septic tank and similar work including formwork set in CM (1:6) all as specified incl necessary form work and placed in position all as directed
M&L mild steel 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
All as per Item No. 7 above but 6 to 8mm dia bars
Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed complete all as specified and as directed by Engr-in-Charge
Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc. laid dry or dry and pointed complete all as specified and as directed by Engr-in-Charge
Demolition of cement concrete (unreinforced) in ground floors and pavings not exc 15cm thickness etc below or above ground level incl floor, hearth, tiles if any and removing the rubbish off the premises complete all as specified and as directed by Engr-in-Charge
Supply only hard core of gauge not exceeding 63mm of broken stone or boulders and spreading complete all as specified and as directed
Rolling and consolidating formation surfaces in cutting using hand roller of 0.2 to 0.5 tonne complete all as specified and as directed
M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) 100mm thick as in sub base of foot paths, pavements etc finishing the surface even and fair without using extra cement, complete all as specified and directed by Engineer-in-Charge.
Material and labour for chequerred cement concrete tiles of size 300 x 300mm x 25mm thick as in floor/ Path, set & jointed in neat cement slurry and pointed with white cement and pigment to match, over and including 20mm thick bedding layer of cement mortar (1:6) complete all as specified and as directed.
Material and labour for Machine pressed precast concrete interlocking paver block with grey cement and pigment, any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, over and including 50mm consolidated thick sand cushioning including watering and consolidation for base/ bed all as specified a complete all as specified and as directed
M&L for plain cement concrete type B-2, 1:2:4 using 40mm graded aggregate finished the surface even and smooth without using extra cement 100mm thick as in hard standing appron etc all as specified and directed.
Material and labour for forming Construction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound, Grade 'A' complete all as specified and directed.
M&L for Cement concrete 1:4:8 type D2 using 40mm graded stone aggregate in foundations, filling and mass concrete completes all as specified & directed.
Material and labour for loose filling with aggregates (broken stones or boulders) of guage 40 to 80mm in back side of weep holes complete all as specified and directed.
Material and labour for M-30 (Design Mix) reinforced cement concrete (using 20mm graded stone aggregate) as in foundations, including rafts, footing, foundation beams, plinth beams, bases for columns etc, basement piles and mass concrete complete all as specified and as directed.
Material and labour for M-30 (Design Mix) reinforced cement concrete (using 20mm graded stone aggregate) as in retaining wall, basement walls, plinth beams etc complete all as specified and as directed.
Use and waste of 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, putting together, erecting, striking and removal and maintaining in position until no longer required
Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, putting together, erecting, striking and removal and maintaining in position until no longer required
Supply and fix 75mm dia PVC pipes as weep holes complete all as specified and directed.
Dismantling of posts or struts (Wood, Steel or RCC) of any section including taking out embedded portion from natural ground and making good disturbed ground complete all as specified.
Dismantling of fencing wire mesh any size and description (Chain link fencing) all as specified and directred.
Dismantling barbed wire of any description all as specified and directed.
Excavation in post holes not exceeding 0.5 Cum and getting out, and removing surplus soil to a distance not exceeding 50 mtr in hard / dense soil incl returning filling in soil, spreading, levelling, watering and well ramming in layers n xec 25 cm all as specified and directed.
Material and labour for M-30 (Design Mix) reinforced cement concrete (using 20mm graded stone aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc, for fencing, (including form work) average sectional area exc 100 sqcm and n.exc 250 Sqcm complete all as specified and as directed.
Dismantling mild steel work of any description not otherwise provided for complete.
Supply only mild steel angles, bars, flats etc as in supports for stiffening of fencing, wall ties, hold fasts, clamps and similar small articles confirming to Fe-290 Gde E-165 All as specified and directed.
Supply only mild steel bolt with hexagonal or square head one end and screwed the other or screwed both ends each screwed is to be fitted with washers and one hexagonal or square nut exceeding 10cm long n.exc 15 cm long dia mtr of neck exc 11 to 15 mm complete all as specified and directed by Engineer-in-Charge.
Supply only PVC coated ( 1mm thick) chain link fencing exc 2 kg but n.exc 3.5 kg per sqm with size of mesh 50x50mm and thickness of wire n.exc 2.83mm , incl 6mm dia wire, PVC coated for support/line wire to chain link fencing complete all as specified and directed by Engineer-in-Charge.
Fixing only of PVC coated chain link fencing including fixing of line wires any mesh, size and any type of standards, rails, straining bolts etc including provision of binding wires complete all as specified and as directed (Supply of MS line wire and flat iron, bolt & nuts measured & paid separately)
Material and labour for preparation new steel surfaces of any description n.exc 10cm width or girth when unconnected with other painting or when painted in a different tint, and applying two coats of synthetic enamel paint over a coat of zinc chrome primer complete all as specified and as directed.
Preparation of new or previously untreated steel surfaces & applying a two coats of synthetic enamel paint over a coat of red oxide primer over 10cm in width or girth,not otherwise described.
S & F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm specing and straining and fixing to any type of standard rail straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc complete. (Each line wire to be measured).
Removing of wild growth of plants/Vegetation like lotus, hyacinth etc from RWH pond at Ranjit Vihar, mechanically/manyally by deploying sufficient number of labours and T&P including uprooting of plants/vegetation and roots from any depth below water level complete and disposal of wastage out of pond with the help of mechanical equipments to a distance not exceeding 500m from site as directed by Engineer-in-Charge Note: (a) The entire cleaning of pond for atleast 45 days is considered as one job. (b) Approx area of pond is 28000 Sqm and depth is 0.8 to 3.00m below water level. The roots are spread roots. (c) Contractor shall visit the site to ascertain the nature of work, accessibility, difficulty in execution of work and according to T&P to be provided as directed by Engg-in-Charge (d) Contractor shall deploy sufficient number of labours to clean the pond as and when wild growth is observed and shall not be allowed to sprea in patches total area not exceeding 100Sqm at any time in pond, all as directed by Engg-in-Charge.
CITY CONSTRUCTION COMPANYU
M/s Ramesh Lal
SKV Engineering
M/s Gurunath Construction
Island Agency
CHANDER SEKER ENTERPRISE
M/s K Moorthi
Allied Trading Company
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