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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.5 LAccepted-AOC FLAT NO 03 MALTI NIWAS AVADH VIHAR COLONY MANDAKNI BLOCK BEHIND RAILWAY STATION DISTRICT AYODHYA 224001 UP | AYODHYA | AYODHYA | UP | 224001 | L1 | Accepted-AOC Lowest tenderer | |
| 2 | L2₹32.5 L+₹2.0 L (6.70%)Rejected-Finance BAKRABAD BAMRAULI ALLAHABAD U P | ALLAHABAD | U P | L2 | Rejected-Finance Other than lowest quoted tenderer | |
| 3 | L3₹33.9 L+₹3.4 L (11.1%)Rejected-Finance 736 PARAGDAS MANDIR NIRMOCHAN GHAT AYODHYA 224123 | AYODHYA | AYODHYA | UTTAR PRADESH | 224123 | L3 | Rejected-Finance Other than lowest quoted tenderer | |
| 4 | L4₹34.2 L+₹3.7 L (12.0%)Rejected-Finance | L4 | Rejected-Finance Other than lowest quoted tenderer | |
| 5 | L5₹38.8 L+₹8.3 L (27.2%)Rejected-Finance | L5 | Rejected-Finance Other than lowest quoted tenderer |
Tender Value
₹37.7 L
EMD Value
₹75,320
Closing Date
21 Nov 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
HQ CWE Prayagraj
HQ CWE New Cantt Prayagraj
CONSTRUCTION OF 800 CAPACITY CLP WITH OVERHEAD SHELTER FOR PUNJAB TRG COY OF DOGRA REGT CENTRE UNDER AGE (I) AYODHYA CANTT.
2024_MES_681089_1
81922/AYD/E8
Open Tender
Civil Works
Item Rate
180 days
Ayodhya
Class D and Category a(i)
6 documents required · 6 mandatory
₹500
AGE (I) Ayodhya
₹75,320
Yes
2 Jan 2025
24 Oct 2024
28 Nov 2024
24 Oct 2024
21 Nov 2024
7 Nov 2024
Amount
Excavation in post holes (or similar holes) each not exceeding 0.5 cum getting out, returning, filling in, including spreading, leveling, watering and well ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, in soft / loose soil, complete all as specified.
Surface excavation not exceeding 30cm deep and average 15cm deep and getting out in soft / loose soil, complete all as specified and directed.
Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc or for shafts, wells,cesspits, man holes, pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5m depth and getting out in any type of soil, complete all as specified.
Cement concrete 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in foundations filling and mass concrete, complete all as specified.
Brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6, complete all as specified.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm, in any type of soil, complete all as specified and as directed.
Removing excavated material (soil) not exceeding 50m and deposition where dircted at a level not exceeding 1.50m above the starting point, all as specified and directed.
Rolled mild steel works as in plates (plain or chequered), channels, squeare cut or notched (ordinary and counter sunk) forming holes, without any attachmentconfirming to Fe 410W(Gde E-250), quality 'B' complete all as specified.
Rolled mild steel sections as in main and cross beams, hip and jack rafters; purlins, column, struts, posts etc where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connected plate confirming to Fe 290(Gde E-165), complete all as specified.
Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations filling and mass concrete, complete all as specified.
75mm thick PCC 1:2:4 type B-2 (using 40mm graded crushed stone aggregate) as in floor/path, road, hardstanding etc,finished surface enen and fair without using extra cement, complete all as specified
TMT bars, 6mm to 8mm dia, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire(annealed) not less than 0.90mm dia, complete all as specified
TMT bars, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire(annealed) not less than 0.90mm dia complete all as specified.
Form work to soffits of suspended slab such as roof slabs, floor slabs, landings, plateform and similar work not exceeding 200mm thick for rough finished surfaces of concrete, complete all as specified and directed.
Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified.
Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified.
Preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed.
Rendering 15mm thick on fair faces of the brick work or cement concrete surfaces, finishing the surface even and smooth without using extra cement in cement mortar (1:4), complete all as specified
18-20mm thick Machine cut Kota stone slab flooring, bedded and jointed with grey cement slurry and pointed with grey cement with admixture or pigment to match the shade of Kota stone slab as approved by GE, laid over and including screed bed or bedding layer of mortar 20mm thick in Cement Mortar (1:4) including cutting, grinding and mirror polishing complete, all as specified and directed.
RCC nominal mix 1:2:4, type, B-1 (using 20mm graded crushed stone aggregate), as in slab supported on walls, columns in floors, roofs, landings, balconies, plateform, shelves & in like complete all as specified.
Mild steel bolts exceeding 12mm but not exceeding 20mm dia at neck, purpose made, with hexagonal or square heads at one end and screwed the other, or screwed both ends; each screwed and to be fitted with washers and one hexagonal or square nut, exceeding 30cm long complete all as specified and directed.
Preparation of new plaster surface of wall including cornices pilaster etc, and applying two coats of cement base paint over a coat of approved primer, complete as specified and directed.
M/S KESRI WORKERS (BID ID -3170936)
disha construction (BID ID -3170082)
AIRDOT ENGINEERING (BID ID -3170745)
H R ENGINEERS (BID ID -3170654)
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tech_eval.pdf
fin_bid_open.pdf
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