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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹9.2 L+₹37,033.80 (4.18%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹9.5 L+₹61,385.80 (6.93%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹9.5 L+₹68,835.80 (7.77%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹9.8 L+₹94,249.80 (10.6%)Rejected-Finance | L5 | Rejected-Finance NOT LOWEST |
Tender Value
₹10.1 L
EMD Value
₹20,200
Closing Date
2 Feb 2023, 6:00 pmClosed
Garrison Engineer Abohar
Garrison Engineer Abohar 152116
Provision drainage cover from RP Gate to behind Cook House at Inf Bn-II and Provn of parking shed near Bldg No P-61 at Mil Stn Abohar
2023_MES_573143_1
GE ABH-58/22-23
Open Tender
Civil Works
Item Rate
120 days
Abohar Mil Stn
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Garrison Engineer Abohar
₹20,200
Yes
31 Mar 2023
5 Jan 2023
4 Feb 2023
5 Jan 2023
2 Feb 2023
19 Jan 2023
Amount
Excavation in post holes each n. exc. 0.50Cum, getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc. 25cm, watering and removing surplus soil to a distance n. exc. 50m and makin
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out
M & L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundation filling and mass concrete.
Removing excavated naterial n . Exc 50 m and deposited where derected at a level n. exc 1.5m above the starting point.
M & L for hardcore of gauge of brocken bricks n exc. 63 mm deposited spread and levelled in layers n exc 15 cm thick,watered and rammed to a true surface.
M&L for PCC 1:4:8 Type D-2 100 mm thick as in sub base all as specified.
M & L PCC 1:2:4 type B1(20 mm Graded aggregate ) 40 mm thick as in floor finishing even and smooth without using extra cement.
M&L for Glass dividing strip 3 mm thick 38mm wide all as specified & directed.
Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe 410 -W (GdeE- 250) qualityA Fe
S&F Structural steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes grade St-240 complete all as specified and as shown on drawing.
M&L for Brick work using fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
M & L for rendering 15 mm thick on brick work or concrete surface in CM 1:4 finishing even and smooth without using extra cement, all as specified and directed by Engr- in- charge.
M&L for three coat white wash to the wall surfaces after preparation to the new plastered surfaces .
S & F MS Plate 6 mm thick as in gusset plate in Fe 410 incl necessary welding.
M & L providing two coats of synthetic enamel paint over new surface and a coat of red oxide primer on steel surfaces including preparation of surface of any description exceeding 10 cm width or girth all as specified .
S&F Pre- painted galvatume 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 as specified
Excavation in treches, soft/loose soil n exc 1.5m wide and n.exc 1.5m in depth , for foundation, etc or for shafts,wells , cesspits, manholes,pier holes ,etc n exc 10 Sqm on plan and nexc 1.5 m in depth and getting out.
Spreading and levelling, watering and well ramming in layers not exc 25 cm as in floor.
M & L for PCC 1:3:6 type D2 using 40 mm graded stone aggregate in foundation filling and mass concrete.
Demolition of brick work built in cement mortar including all quoins, arches, pillars etc .
M&L for Brick work using old size burnt clay bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
Lobour only for Brick work built in CM (1:6) with subclass 'B' bricks, straight or curved on plan exceeding 6m mean radius with Reusing the old bricks obtained from item no 20 .
Taking down cement plaster on brick or concrete surfaces including raking out joints, hacking for keys, scrubbing down with water etc to receive new plaster .
Supply only integral waterproofing compound
M&L for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channels and drains complete all as specified .
M&L for PCC (1:2:4) type B0 (using 12.5mm graded stone aggregate) as in coping, bed blocks for embeddings MS angle iron etc all as specified .
M & L for Framed work such as angles ,flat ,grills and including hinges etc with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron door , drain cover ,Fencing, Framed balusters, walk ways, railings, framework of water tanks and similar work ,drain cover etc all as specified and directed by Eng-in-charge.
S&F 75 mm long butt hinges extruded almiunium alloy with galvanised mild steel hinges pin, anodised and fixed all as specified and directed by Eng-in-charge.
SHARI SHAYAM CONSTRUCTION CO.
M/s GURFATEH BUILDERS
M/S VIAJY BUILDERS & DEVELOPERS
G S CONSTRUCTIONS
SHIVA CONSTRUCTION
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