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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.2 LAccepted-AOC | ₹36.2 L | L1 | Accepted-AOC AOC |
| 2 | L2₹37.8 L+₹1.6 L (4.50%)Rejected-Finance | ₹37.8 L+₹1.6 L (4.50%) | L2 | Rejected-Finance Not L1 |
| 3 | L3₹38.7 L+₹2.5 L (7.02%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | ₹38.7 L+₹2.5 L (7.02%) | L3 | Rejected-Finance Not L1 |
| 4 | L4₹38.8 L+₹2.6 L (7.29%)Rejected-Finance NO 577 5TH MAIN D GROUP LAYOUT 60 FEET ROAD SRI GANDHAKAVAL BANGALORE 560 091 | BANGALORE | BANGALORE | KARNATAKA | 560091 | ₹38.8 L+₹2.6 L (7.29%) | L4 | Rejected-Finance Not L1 |
| 5 | L5₹40.0 L+₹3.8 L (10.6%)Rejected-Finance | ₹40.0 L+₹3.8 L (10.6%) | L5 | Rejected-Finance Not L1 |
Tender Value
Refer Docs
EMD Value
₹76,000
Closing Date
6 Jan 2023, 6:00 pmClosed
GE(South) Bangalore
GE(South) Bangalore
PROVN OF INTERLOCKING TILES, DRAINAGE AND BOUNDARY WALL AT RMS BENGALURU UNDER GE(SOUTH) BANGALORE
2022_MES_567800_1
8663/E8
Open Tender
Civil Works
Item Rate
180 days
GE(South)
As per tender document
6 documents required · 6 mandatory
₹500
GE(South) Bangalore
₹76,000
Yes
14 Jan 2023
7 Dec 2022
9 Jan 2023
7 Dec 2022
6 Jan 2023
23 Dec 2022
Amount
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed.
M&L for Cement concrete in foundations, filling and mass concrete Type D2 1:4:8 (40 mm graded aggregate complete all as specified and directed
M&Lfor pre-cast cement concrete block masonry of Type C1 1:3 :6 (20mm graded aggregate) with solid blocks,exc.10 cm in width and setting in cement mortar1:6, complete all as specified and as directed.
M&L for rendering 15mm thick on fair faces of brickwork or concrete surfaces in cement mortar 1:4 and finished even and smooth with out using extra cement complete all as specified and as directed.
M & L Providing Broken glass coping on top of walls in CM 1:3 Complete all as specified and as directed.
M&L preparation of newly plastered surfaces of walls externally and applying two coats of cement based paint over a coat of cement primer complete all as specified and as directed.
Returning, filling in, including spreading levelling , watering and well ramming in layers n.exc 25cm in soft / loose soil complete all as specified and as directed.
Removing excavated material n. exc 50 m and depositing where directed at a level n. exc 1.5 m above the starting point complete all as specified and as directed.
M&L for Rcc type B-1 1:2:4 (20mm graded aggregate) Nominal mix as in founadation incl raft, footing, foundation, beam etc complete all as specified and directed.
M&L for Rcc type B-1 1:2:4 (20mm graded aggregate) Nominal mix Columns, pillars, piers, concrete complete all as specified and directed.
M&L for form work to sides of concrete foundation, footing, bases of column complete all as specified and directed.
M&L for form work to sides of concrete column complete all as specified and directed.
M&L for Mild steel TMT 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips omplete all as specified and directed.
M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacer and binder complete all as specified and directed.
S& F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 for portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc. with ornamental and intricate design complete all as specified and directed.
S&F mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe 410 -W (Gde- E- 250) quality-A complete all as specified and directed.
M & L for preparation of newly steel surfaces and applying two coat of synthetic enamel paint on priming surface with red oxide zink on steel surface surfaces over 10 cm in widh or girth.complete all as specified and as directed.
M&L for Providing granite 20mm (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed.
M & L for PVC (SWR) 110mm dia in weep holes complete all as specified and as directed.
M&L for rough excavation n.exc (not exceeding) 1.5m deep and getting out soft/loose soil complete all as specified and directed.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and directed.
M/L Hard core with broken stone or boulders of gauge n.exc 63mm deposited spread and levelled in layers n.exc 15 cm thk watered and well rammed complete all as specified and as directed.
M&L 75mm thick cement concrete type D2 1:4:8 for sub base ( 40 mm graded aggregate).complete all as specified and as directed.
M&L for 50mm thick sand cushioning over paver blocks complete all as specified and directed.
M&L for machine pressed precast concrete interlocking paver block, rubber moulded any shape and size with grey cement with pigment conforming to IS 15658-2006 of 60 mm thickness,M-35 Grade complete all as specified and directed.
M&L for 75 mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed.
M&L cement concrete 1:2:4 type B-1 (20 mm graded stone aggt) as in coping, bedplateskneelers, apex stones, kerbs including weathering, slightly rounded or chamfered angles and throating including necessary formwork as directed complete all as specified and as directed.
M & L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the equired line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage pening wherever required complete all as specified and as directed.
Removing excavated surplus soil exc 250m and n.exc 500m deposiitng where directed at a level not exec 1.5m above the starting point complete all as specified and as directed.
M&L for PCC (1:2:4) type B0, using 12.5mm graded stone aggregates as in coping including necessary form complete all as specified and directed
M&L for PCC (1:2:4) type B1 using 20 mm graded stone aggregateas in surface channels and drains complete all as specified and directed by Engineer-in-Charge.
M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds, mitered/ stopped ends etc
B5BUILDING SOLUTIONS
SREE CONSTRUCTIONS
PATEL CONSTRUCTION
Elite Constructions
M.VENKATARAMANAPPA AND COMPANY
M/S SIRI BUILDERS
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