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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.5 LAccepted-AOC | L1 | Accepted-AOC Being lowest | |
| 2 | L2₹43.9 L+₹1.8 L (4.20%)Rejected-Finance HNO 52B LAXMI PLACE PHASE II DEORI ROAD NEAR MOHANDEV SCHOOL UKHARA ROAD AGRA 282001 | AGRA | AGRA | UTTAR PRADESH | 282001 | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹44.0 L+₹1.9 L (4.46%)Rejected-Finance | L3 | Rejected-Finance Other than lowest | |
| 4 | L4₹49.3 L+₹7.2 L (17.0%)Rejected-Finance | L4 | Rejected-Finance Other than lowest | |
| 5 | L5₹49.8 L+₹7.6 L (18.1%)Rejected-Finance | L5 | Rejected-Finance Other than lowest |
Tender Value
Refer Docs
EMD Value
₹87,950
Closing Date
30 Oct 2024, 6:00 pmClosed
Maj Dinoop Kumar
GE (W) AGRA
PROVN OF BOUNDARY WALL AT ARMY PUBLIC SCHOOL UNDER GE (WEST) AGRA.
2024_MES_679911_1
8012/1071/E8
Open Tender
Civil Works
Item Rate
180 days
GE (West) Agra
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Yes
GE (West) Agra
₹87,950
Yes
24 Jan 2025
17 Oct 2024
4 Nov 2024
17 Oct 2024
30 Oct 2024
24 Oct 2024
Amount
Surface dressing n exc 15 cm deep soft / loose soil all as specified and directed.
Excavation in trenches in soft/ loose soil not exceeding 1.5 m wide n.exc 1.5m depth for fdn etc for shaft, wells, cesspits, man holes, pier holes etc. n.exc 10sqm on plan and n.exc 1.5m depth and getting out in soft loose soil.
Excavating over areas, n exc 1.5 m deep for foundation ,etc and getting out in soft / loose soil.
Returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/ loose soil..
Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point.
PCC 1:4:8 type C-2 (using 40mm graded crushed stone agg) as in foundation filling and mass concrete.
Reinforcement cement concrete Type A1 1:1.5:3 ( volumetric mix) using 20 mm graded coarse aggregate as in foundation , incl rafts, footings, etc complete all as spd and dir.
S&F 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 all as specified and as directed.
S&F Mild steel TMT bars 8 mm dia, 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, MS wire as in stirrups, spacers & binders etc.
Reinforcement cement concrete Type A1 1:1.5:3 ( volumetric mix) using 20 mm graded coarse aggregate as in plinth beams , cantilevers, lintels etc complete all as spd and dir.
Reinforcement cement concrete Type A1 1:1.5:3 ( volumetric mix) using 20 mm graded coarse aggregate as in columns etc complete all as spd and dir.
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and pre-cast concrete articles complete all as specified and directed.
M&L for brick work with fly ash old size bricks, straight or curved on plan exc 6 m mean radius built in old size bricks in CM 1:6 complete all as specified.
M&L 15mm thick rendering in cement mortar (1:4) on fair faces of brick/concrete surfaces of walls, finished even & smooth surfaces without using extra cement complete all as specified.
M&L 15mm thick rendering in cement mortar (1:4) on other than fair faces of brick/concrete surfaces of walls, finished even & smooth surfaces without using extra cement complete all as specified.
M&L Two coats of cement base paint over a coat of alkali resistant priming paint over a 1mm thick water proof wall care putty as on wall including preparation of newly plastered or un plastered surface.
S & F Fe-410 - W (Gde E-250) quality A joist , channel,angle, orTee sections, fixed independently , without connecting plates , etc…
S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
Preparation of new iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, all as specified.
M & L for formwork to sides of concrete foundation , footings base of column raft and raft beams sides and soffits if any of foundation and plinth beams and similar work vertical or to better flat or rough finished surface of concrete complete all as spd.
M & L for formwork to sides of pillers,postd,strut,piers, columns and stanchions finished surface of concrete ctc complete all as spd.
M & L for formwork to soffits of plinth beam & lintel beams etc rough finished ctc complete all as spd.
Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles
M&L Framed work as in doors or gates of FE 410 (Gde E-250 Quality ) angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed.
SHRI RADHAYSHYAM JHA (BID ID -3154029)
R.S BUILDERS (BID ID -3154173)
MNR ASSOCIATES (BID ID -3153908)
SahaDevSingh Constructions (BID ID -3153601)
BHULLAR CONSTRUTION COMPANY (BID ID -3153935)
Attar Singh and Sons (BID ID -3153649)
yash constructions (BID ID -3153770)
BOXMARK CONSTRUCTIONS (BID ID -3149793)
S S TRADERS (BID ID -3153655)
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