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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC | L1 | Accepted-AOC beingL1 | |
| 2 | L2₹9.1 L+₹33,449 (3.82%)Rejected-Finance PLOT NO 14 NEAR BALGRAM INS SHIVAJI ROAD LONAVLA 410 401 | PUNE | MAHARASHTRA | 410401 | L2 | Rejected-Finance quoted amount is higher than 1st lowest | |
| 3 | L3₹9.2 L+₹39,000 (4.45%)Rejected-Finance 18 KUSHAL LAYOUT 1ST CROSS KAGGADASAPURA CV RAMAN NAGAR POST BENGALURU 560093 | BENGALURU | BENGALURU URBAN | KARNATAKA | 560093 | L3 | Rejected-Finance quoted amount is higher than 1st lowest | |
| 4 | L4₹9.2 L+₹40,725 (4.65%)Rejected-Finance 5 127 16 GANESH GARDEN KADAMPADI SULUR COIMBATORE TAMILNADU 641401 | COIMBATORE | TAMIL NADU | 641401 | L4 | Rejected-Finance quoted amount is higher than 1st lowest | |
| 5 | L5₹9.6 L+₹81,173 (9.26%)Rejected-Finance | L5 | Rejected-Finance quoted amount is higher than 1st lowest |
Tender Value
₹9.6 L
EMD Value
₹19,200
Closing Date
13 Aug 2022, 6:00 pmClosed
AGE I AF Coimbatore
AGE I AF COIMBATORE AFAC COMPLEX KAMARAJAR ROAD RED FIELD POST COIMBATORE PIN -641018
PROVN OF PARKING SHED AND GARBAGE SHED WITH APPROACH PATH AT AFAC COIMBATORE
2022_MES_537981_1
8874_E8
Open Tender
Civil Works
Item Rate
180 days
COIMBATORE
Class-E category-a(i) (see NIT for detail)
6 documents required · 6 mandatory
₹500
AGE I AF Coimbatore
₹19,200
Yes
4 Oct 2022
14 Jul 2022
15 Aug 2022
14 Jul 2022
13 Aug 2022
28 Jul 2022
14 Jul 2022 - 6 Aug 2022
Amount
Excavation in post holes (or similar holes) not exc 0.5 Cum and getting out in hard/dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm and removing surplus soil to a distance not exc 50 mtr and making good surfaces etc complete all as specified and as directed by Engr-in-Charge..
Excavation in trenches n. exc 1.5 m wide and n. exc 1.5 m depth and getting out in Hard / dense soil complete all as specified and directed.
M & L for PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete etc complete and as directed by Engr-in-Charge.
S & F rolled mild steel work in tubular trusses including special shaped washers etc complete using ERW or induction butt welded tubes confirming to IS : 1161-1979Gde St-240 complete all as specified and as directed by Engr-in-Charge.
S & F rolled mild steel plates (plane or chequered ) channels, square cut or notched (ordinary and countersunk) forming holes without any attachement. Fe 410 W (Gde E-250) quality -B all as specified and as directed
M&L Brick work with sub class 'B' bricks straight or curved on plan exc 6 mtr mean radius in half brick thick wall built in cm 1:4 with old size bricks all as specified and as directed
M&L for Rendering 10mm thick on fair faces of brick work or stone wall surfaces in CM 1:4 and finished even and smooth (without using extra cement) etc complete all as specified and as directed
Material and labour for preparation of new decorated external wall surfaces and applying two coat of cement paint complete all as specified and as directed.
S&F Pre-Painted galvalume aluminium zinc coating GI based corrugated steel sheet of 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding fixed to walls fixed with self tapping screws as specified.
Preparation of new steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and as directed
Preparation of new steel surfaces n exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and as directed
M&L Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and as directed
S&F of Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to fe 290 grade E165 all as specified and as directed
S&F of Framed work such as grills, gratings, framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, 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 conforming to Fe.290.Gde-E-165 all as specified and as directed
M & L for brickwork with subclass Fly ash bricks, straight or curved on plan exc 6m mean radius built in Cement mortar 1:4 as in man holes all as specified and directed.
Surface excavation not exc 30cm deep and averaging 15 cm deep and getting out in hard/dense soil.
M&L hardcore of gauge not exc 63 mm deposited spread and leveled in layers not exc 15 cm thick watered and rammed to a true surface all as specified and as directed.
M&L 75 mm thick PCC (Plain cement concrete) type B-2 1;4;8 (40 mm graded aggregate ) as in sub base all as specified and as directed
M&L for Cement concrete type B-1, 1:2:4 (20 mm graded aggregate ) 40mm thick as in floor , etc finishing cement concrete surface complete all as specified.
Finishing surface of concrete roads,pavements, by brooming all as specified and as directed
Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade "B" all as specified and as directed
Removing off demolished building material out side the campus including loading and unloading etc., to a distance exc 5.0 Km but not exc 10.0 Km out side the MD land. Note: Responsibility of getting permission from concerned authority for disposal off and place of depositing the debris outside MD land and rests with contractor under his own arrangements.
M & L Pre-cast cement concrete block masonry 1:3:6 type B1 (using 20mm aggregate) with solid blocks, exc. 10 cm in width and setting in CM 1:6 mortar, complete in walls all as specified and as directed
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