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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 LAccepted-AOC FLAT NO 7 MHAMBRE BLDG DR FRANCISCO LUIS GOMES ROAD VASCO DA GAMA GOA 403 802 | SOUTH GOA | GOA | 403802 | ₹44.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹45.1 L+₹1.1 L (2.52%)Rejected-AOC | ₹45.1 L+₹1.1 L (2.52%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹45.2 L+₹1.2 L (2.84%)Rejected-AOC | ₹45.2 L+₹1.2 L (2.84%) | L3 | Rejected-AOC Rejected |
| 4 | L4₹45.9 L+₹1.9 L (4.40%)Rejected-AOC | ₹45.9 L+₹1.9 L (4.40%) | L4 | Rejected-AOC Rejected |
| 5 | L5₹46.4 L+₹2.4 L (5.48%)Rejected-AOC FLAT NO 4 VIRGINIA CO OP HOUSING SOCIETY AIR PORT ROAD CHICALIM VASCO DA GAMA GOA 403 711 | SOUTH GOA | GOA | 403711 | ₹46.4 L+₹2.4 L (5.48%) | L5 | Rejected-AOC Rejected |
Tender Value
₹44.2 L
EMD Value
₹88,500
Closing Date
26 Jun 2023, 5:00 pmClosed
GARRISON ENGINEER GOMANTAK
GARRISON ENGINEER GOMANTAK PIN 403802
Provn of deficient seating gallery cum retaining wall of NCS at Goa under GE Gomantak
2023_MES_601369_1
8553/E8
Open Tender
Support/Maintenance Service
Item Rate
180 days
VASCO DA GAMA
As per tender documents
8 documents required · 8 mandatory
₹500
GE GOMANTAK
₹88,500
Yes
30 Aug 2023
6 Jun 2023
27 Jun 2023
6 Jun 2023
26 Jun 2023
20 Jun 2023
Amount
Surface excavation (not exceeding 30cm deeep and averaging 15cm deep and getting out of soft/ disintegrated.
Excavation in trenches n. exc 1.5 m wide and n.exc 1.5 m in depth, for foundation etc n.exc 1.5 m 10 Sqm on plan and n.exc 1.5 in depth as in soft/disintegrated rock and gitting out.
M & L PCC type C-2, (1:3:6) (using 40 mm graded aggregate) for foundation, filling and mass concrete.
M&L for precast cement concrete block masonry, type C-1 (1:3:6) (20 mm graded aggregate) with solid blocks, exc 10 cm in width and setting in CM 1:6.
Material and labour for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering
M&L hardcore of broken stone of boulders gauge n.exc 63mm, deposited, spread and levelled in layers watered and rammed to a true surface.
M&l for 75mm thick PCC 1:4:8 type D2 (using 40 mm graded aggregate) as in sub base.
M & L 75 mm thick PCC (1 : 3 : 6) type C2 (40mm graded aggregate) Cement concrete as in plinth protection.
M&L 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 and for fair finished surface
Formwork to sides of pillars, posts, struts, piers, columns, and stanchions, rough finised surface of concrete, square, rectanguler etc.
M&L Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. and
M&L RCC M-30 (20MM graded aggregate)for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete
M&L RCC M-30 (20mm graded aggregate)for Columns, pillars, piers posts and struts
M & L RCC M30 (20mm graded aggregates) Beams, cantilevers, bressummers,lintels over 1.5m span
M & L CRS bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips
M&L for CRS bars 8 mm dia and over, cut to length, bent to shape required, including cranking, bending sprrally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
M&L for rendering (10+5)mm thick cement plaster with cement mortar (1:4) on fair faces of brick work or concrete surfaces and finished even and smooth without using extra cement.
M&L for Rendering 10 mm thick cement plaster 1:4 on other than fair faces of concrete surface to receive tiles.
M&L screed bed or bedding layer of mortar in CM 1:4 ,15mm thick for laying floor tiles.
M&L for full body vitrified tiles including anti skid property and with bull nose finish or without bull nose finish of 11-12mm thick for steps and riser for seating gallary of size 300mm x 1200mm/200mm x 1200 mm or 620mm x 1520mm set and joints grouted with epoxy grout complete all as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm soft/ disintegrated rocks.
Removing excavated material soft/ disintegrated rocks exc. 50 m but n exc 250m and directed.
Removing excavated material soft/ disintegrated rocks exc. 1.5km but n exc 5km and directed.
M&L for applying two coats of Anti fugal paint (Apex) over a coat of primer including preparation of new plastered surfaces of wall complete.
M/s. R.S. LAWANDE
M/s Gayatri Contruction Co.
K M SUBHANAIAH
M/S jvsr constructions
M/s. P S REDDY
Super Construction
M/S DUBAL CONSTRUCTION
M/S G.N.POWAR
M/S P S BABU
M/S Kartik Enterprises
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