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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.5 LAccepted-AOC | L1 | Accepted-AOC Being a lowest bidder | |
| 2 | L2₹33.3 L+₹4.8 L (16.9%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹33.7 L+₹5.2 L (18.1%)Rejected-Finance 2ND 6 KEDIA HOUSE MA ROAD BYELANE 1 REHABARI GUWAHATI ASSAM 781008 | KAMRUP METRO | ASSAM | 781008 | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹37.6 L+₹9.1 L (31.9%)Rejected-Finance 23 6 C LAL VIHAR EAST END BAMRAULI PRAYAGRAJ 211012 U P | PRAYAGRAJ | UTTAR PRADESH | 211012 | L4 | Rejected-Finance Other than lowest bidder | |
| 5 | L5₹38.1 L+₹9.6 L (33.5%)Rejected-Finance H NO 82 C BLOCK NO CC SHALIMAR BAGH DELHI 110088 | DELHI | NORTH DELHI | DELHI | 110088 | L5 | Rejected-Finance Other than lowest bidder |
Tender Value
₹44.0 L
EMD Value
₹88,000
Closing Date
16 May 2024, 6:00 pmClosed
GE (AF) Bamrauli
GE (AF) Bamrauli
PROVISION OF PARKING SHED FOR OTM ACCOMMODATION AT NORTH CAMP AT HQ CAC, AF STN BAMRAULI
2024_MES_649712_1
8877/E8
Open Tender
Civil Works - Others
Works
180 days
GE (AF) Bamrauli
Please refer tender documents
7 documents required · 7 mandatory
₹500
GE (AF) Bamrauli
₹88,000
Yes
29 Jun 2024
9 Apr 2024
18 May 2024
9 Apr 2024
16 May 2024
27 Apr 2024
Amount
Surface dressing n.exc15 cm deep and getting out in loose/soft soil complete all as specified as directed.
Excavating in post holes (or similar holes) each n.exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified as directed.
Surface excavation n.exc (not exceeding) 30 cm deep and veraging 15cm deep and getting out and getting out in loose/soft soil complete all as specified as directed.
Removing excavated soil n.exc 50m and depositing where directed at a level n.exc1.5m above the starting point etc complete all as specified as directed.
M&L Hardcore of 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 as directed.
M&L for PCC 1:4:8 type D-2 (40mm graded aggregate) Cement concrete in foundations filling and mass concrete etc complete all as specified as directed.
M&L 40mm thick Cement concrete type B-1(1:2:4)(20mm graded stone aggregate) all as specified and directed.
M& L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified as directed.
M&L for machine pressed precast concrete interlocking colour paver block rubber moulded glazed any shape and size confirming to IS-15658-2006 of 80 mm thickness, M-40 grade etc complete all as specifed and directed.
M&L 30mm thick sand choushing below interlocking tile complete all as specified & directed
M&L for PCC 75mm thick type C-1 ,1:3:6 using 20mm graded stone aggregate as in plinth protection complete all specified as directed.
M&L for non skid Heavy duty Endura tile 400x400x12mm thick coloured joint free in floors etc set and jointed in neat cement slurry and pointed in colored cement to match over and including 15mm thick screed in CM 1:4 complete all as specified and directed
M&L for 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 complete all specified as directed.
M&L for steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to I.S 1161-1979 at grade st 240.complete all specified as directed.
S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. Confirming to Fe-410- W(GdeE-250) quality-B etc complete all as specified and directed.
M&L for applying two coats of synthetic enamel paint over one coat of red oxide complete all as specified and directed
Demolition of brick work or stone masonary built in cement mortar including all quoins, arches, pillars etc complete.
M&L for brickwork with sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in CM 1:6, complete all as specified and directed.
M&L for rendering 15mm thick on faces of brick work or concrete surfaces finished even and smooth without using extra cement in CM 1:4, all as specified and directed.
M&L preparation of new plastered surface cement base paint two coat for new plaster surface over one coat primer of wall complete all as specified and directed.
Excavation in trenches , n exc 1.5 m wide and n exc 1.5 m in depth ; for foundation , etc . or for shafts, wells, cesspits, manholes, pier holes , etc. n exc 10sq m on plan and n exc 1.5 m in depth and getting out for soft loose soil complete all as specifed and directed.
Returning filling in including spreading levelling watering and well ramming in layers in not exc.50m (soft/loose soil)
M&L 35mm thick precast PCC louvers and jallies in 1:2:4, type B-0 (Using 12.5mm graded stone aggregate) incl suitable reinfocement, all moulding etc set in CM 1:4.
M&L for providing Reinforcement cement concrete (nominal mix) type A1 1:1.5 :3 (using 20mm graded aggregate) in beams lintels over 1.5m span.
M&L for formwork to soffits & sides of floor or roof beam and lintel etc.
M&L for mild steel TMT bars 6mm to 8mm dia and over 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.
All as per item No 25 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders.
S&F metallic floor hardner light duty 5Kg/Sqm all as specified and directed
Demolition of un reinforced Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed
M&L 150mm forming 12mm thick Expansion joints filled with pre formed bituminous filler and top 30mm primed and sealed with sealing compound Grade "A" all as specified and directed
Forming contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade A all as specified and directed
M&L for PCC(1:2:4) type B-1 (using 20mm graded stone aggregate) as in benching and coping bed blocks lintels upto 1.5m clearspan, cills, steps; seismicand other similar bands, plinth courses, string courses,lacing courses, parapets andrailings upto 60 cm in height, copings, kneelers, apex stones,bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angle and throating as directed.
Note :- Credit shown in credit schedule of tender document shall be considered by the tenderer while quoting the rates of various items. The same shall be recovered from various payment to contractor before handing over old material.
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Anjali Constructions
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