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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.6 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹36.5 L+₹47,577 (1.32%)Rejected-Finance RIDMALSAR PUROHITAN BIKANER RAJASTHAN 334022 | BIKANER | RAJASTHAN | 334022 | L2 | Rejected-Finance HIGHER | |
| 3 | L3₹37.4 L+₹1.3 L (3.70%)Rejected-Finance AT VINDHANE POST DIGHODE TAL PANVEL DIST RAIGAD | RAIGAD | MAHARASHTRA | L3 | Rejected-Finance HIGHER | |
| 4 | L4₹37.9 L+₹1.9 L (5.26%)Rejected-Finance | L4 | Rejected-Finance HIGHER | |
| 5 | L5₹40.8 L+₹4.7 L (13.1%)Rejected-Finance 179 URBAN ESTATE RAM TIRATH ROAD NR GURUDAWARA DARSHAN SINGH AMRITSAR PUNJAB 143001 | AMRITSAR | PUNJAB | 143001 | L5 | Rejected-Finance HIGHER |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
18 Oct 2023, 6:00 pmClosed
GE Amritsar
GE Amritsar pin 143001
CERTAIN REPAIR TO OPEN DRAINS CULVERT, FENCING AND HARSTANDING UNDER AGE BR-I AT OLD AMRITSAR CANTT
2023_MES_619750_1
GE/ASR-52/2023-24
Open Tender
Civil Works
Works
180 days
GE Amritsar
class D category a i
8 documents required · 8 mandatory
₹500
GE Amritsar
₹90,000
18 Sept 2024
20 Sept 2023
19 Oct 2023
20 Sept 2023
18 Oct 2023
5 Oct 2023
Amount
Material and Labour for Plain cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in foundation filling as mass concrete ; Complete all as specified and directed by Engineer-in-charge.
Supply and Fixing Post and struts in fencing including cutting top to shape as directed, drilling holes, notching for wire etc, flat iron fillets (For securing wiremesh) including all necessary drilling, boulting, or reveting etc and similar work confirming to FE-290 Gde E165 including dismantling old posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion ; Complete all as specified and directed by Engineer-in-charge.
Supply only Chain link MS Galvanised fencing any size or type ; Complete all as specified and directed by Engineer-in-charge.
Fixing only chain link fencing including line wires , any mesh any size, and type to any type. Of standard, rails, streightning bolts etc, including provision of binding wire ; Complete all as specified and directed by Engineer-in-charge.
Supply and Fixing 5 to 10mm dia of neck, MS Screws bolts (Machine made) with hexagonal or square heads at one end and screwed the other, each screwed end to be fitted with washers and one hexagonal or square nut, exc 10 cm but n.exc 15cm long ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for Mild steel 10mm dia and over round bars Fe-410 as in reinforcement cut to length bent to shape required including cranking, hooking at ends and binding with mild steel wire (annealed) not less than 0.9mm dia ; Complete all as specified and directed by Engineer-in-charge.
Supply and Fixing in Repair Galvanised iron two strand steel barbed wire 2.24mm dia, barbed with 2mm dia barbs @ 75mm c/c spacing and straining and fixing to any type of standard rail, straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, stapples or steel pin, ; Complete all as specified and directed by Engineer-in-charge. Note : Each line of wire to be measured.
Dismantling framed work timber scantling 40 sqcm and overin section, in any position ; Complete all as specified and directed by Engineer-in-charge.
Supply and Fixing Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes including distance pieces , cleats etc ; Complete all as specified and directed by Engineer-in-charge.
Supply and Fixing Pre-painted galvatume 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 specified including old AC/GI sheeting ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for Preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint over primed steel surfaces ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for Reinforced cement concrete (nominal mix) Type B-1 1:2:4 (Using 20mm Graded stone aggregate) as in Columns, pillars, piers, posts and struts etc ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for Reinforced cement concrete (nominal mix) Type B-1 1:2:4 (Using 20mm Graded stone aggregate) Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for 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 ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders 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 ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for Fair finished Square, rectangular or polygonal Form work to sides of pillars, posts, struts, columns and stanchions ; Complete all as specified and directed by Engineer-in-charge.
Taking down cement plaster of any description on brick walls, etc including raking out joints, hacking for key scrubbing down with water etc ; Complete all as specified and directed by Engineer-in-charge.
Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level) including removal of debries ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for Plain cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in surface channels and drain ; Complete all as specified and directed by Engineer-in-charge.
Dismantaling of brickwork, built in cement mortar including all quoins, arches, pillars, etc. ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for brick work with sub class "B" bricks (old size) straight or curved on plan exc 6 m mean radius, built in CM 1:4 ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for brick work but except bricks (old serviceable bricks obtained from dismantaling shall be reused after necessary cleaning of mortar) built in CM 1:4 ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for Rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 using WPC 2% of weight of cement and finishing even and smooth without using extra cement ; Complete all as specified and directed by Engineer-in-charge. (WPC measured and paid saperatly)
Supply only integral water proofing compound ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for preparation of new plastered surfaces and applying two coats of cement base paint of shade as approved over a coat of cement primer on wall surfaces ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for preparation of old decorated surfaces of wall and applying two coats of cement base paint of shade as approved over a coat of cement primer on wall surfaces ; Complete all as specified and directed by Engineer-in-charge.
Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level) ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for Hardcore of broken bricks gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for 75mm thick Cement concrete type D-2 , 1:4:8 (using 40 mm graded aggregate) as in sub base ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for 25mm sand filling under/over floors or in foundations including watering and consolidation ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for Machine pressed pre-cast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 60 mm thickness M-35 grade with grey cement and pigment ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for Chequered cement concrete coloured tiles 20cmx20cmx25mm / 30cmX30cmX25mm thick set over & including 20 mm thick screed in cement mortar (1:6) with neat cement and pointed in grey cement mixed with pigment to match the shade of tiles ; Complete all as specified and directed by Engineer-in-charge.
Material and Labour for Cement concrete (1:2:4), type B-0 using 12.5mm graded stone aggregate as in benching, kerbs, mud stop, rounded or chamfered on edges including form work ; Complete all as specified and directed by Engineer-in-charge.
S S CONSTRUCTION COMPANY
Sai Construction Co.
ESS KAY BUILDER
M/S MAHAJAN CONSTRUCTION CO
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