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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹33.4 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹34.7 L+₹1.3 L (3.78%)Rejected-Finance | 2 | Rejected-Finance High rate | |
| 3 | 3₹35.6 L+₹2.1 L (6.20%)Rejected-Finance | 3 | Rejected-Finance High rate | |
| 4 | 4₹39.4 L+₹5.9 L (17.6%)Rejected-Finance PR CDA SC PUNE 01 THROUGH AO GE DEHU ROAD | 4 | Rejected-Finance High rate | |
| 5 | 5₹41.0 L+₹7.5 L (22.5%)Rejected-Finance FLAT NO 10 S NO 98 PLAT NO 78 SAI SAYAJI PARK A RIGHT BHUSARI COLONY KOTHRUD PUNE 411 038 | PUNE | MAHARASHTRA | 411038 | 5 | Rejected-Finance High rate |
Tender Value
₹44.3 L
EMD Value
₹88,600
Closing Date
10 Dec 2019, 6:00 pmClosed
GE NDA KHADKWASLA
GE NDA KHADKWASLA
PROVN OF CONNECTING PATHWAY WITH FENCING BETWEEN SWIMMING POOL NO 2 AND 3 AND CONSTRUCTION OF CHAIN LINK FENCING IN FRONT OF 16TH SQN BLDG AND PROVN OF HARD STANDING OUTSIDE RAKESH SHARMA BLOCK AND PROVN OF PATHWAY WITH CHANNEL GATE IN RAKESH SHARMA
2019_MES_298499_1
GE (K) 40 OF 2019-2020
Open Tender
Civil Works
Works
180 days
GE NDA KHADKWASLA
AS PER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
Yes
GE NDA KHADKWASLA
₹88,600
Yes
2 Sept 2020
16 Nov 2019
11 Dec 2019
17 Nov 2019
10 Dec 2019
26 Nov 2019
18 Nov 2019 - 25 Nov 2019
Amount
M&L for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths for posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.and similar work conforming to Fe 410 -W (Gde- E- 250) quality A all as specified and directed by Engineer in charge
M&L for mild steel flat iron fillets (for securing wire mesh) including all necessary drilling, bolting or riveting etc and similar work conforming to FE-290 Gde E-165.
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 and tying at crossings with and provisions of galvanised mild steel wire staples or steel pins etc as directed (each line wire to be measured).
Excavating 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 10 sq m on plan and n exc 1.5 m in depth and getting out in hard dense soil all as directed
M&L for precast cement concrete block masonry with solid blocks of PCC (1:3:6) (using 20mm and 12.5 mm graded stone aggregate in the proportion as directed) exc 10cm in width and set and jointed in Cement Mortar (1:6) complete all as specified and directed.
M&L for 15mm thick rendering to concrete /brick wall surface in cement mortar 1:6 finished even and smooth without using extra cement all as specified and directed
M&L for two coat of cement based paint on wall surfaces incl preparation of new treated surface over a coat of alkaly resistant primer complete all as specified and directed.
Returning filling in soil including spreading levelling, watering & well ramming in layers n. exe 25cm (Soft /disintregated rock)
Removing excavated material not exc 50mtr and depositing where directed at a level exc 1.5 Km But not exc 5.0Km above the starting points in any type soil
Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, in soft / loose soil
Rough excavation not exceeding 1.5 m deep and getting out in soft / loose soil
Removing excavated material (Soils) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point
M&L for 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 using broken boulders or stones
M&L for plain cement concrete (1:3:6 ) ty C2 using 40mm graded stone aggregates in foundations, filling and mass concrete.
M&L for PCC (1:4:8) type D2 using 40 mm graded agregateas in foundations, filling and mass concrete.
M&L for screed bed or bedding layer 20 mm thick in CM (1:4) for laying floor finishes.
M&L chequered cement concrete tiles 20cm x 20cm x 25mm/ 300 X 300 x 25 mm thick Glossy, factory made , rubber moulded , set, jointed and pointed in neat cement slurry in floors With white cement and pigment
S&F rolled mild steel in framed work as in doors or gates of 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 - S & F - Fe 290 -W (Gde-E-165)
M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces - Cement plaster 1:4 to be finished even and smooth without using extra cement.
S&F Hand rails, half round or other stock section or core for wooden hand-rail straight portion,drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes,notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.,and similar work conforming to Fe-290 Gde E-165
Mild steel screw or bolts (machine made) with hexoganal or square heads at one and screwed the other, or screwed both ends each screwed end to be filled with washers and hexogonal or square nut ,not exceeding 5cm long and diameter of neck 5 to 10mm complete all as specified and directed by Engineer-In-Charge.
S&F mild steel flats as in stifners,hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 conforming to FE-290 Gde- 165 ,complete all as specified.
Mild steel round bars 10mm 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 - Round bars - Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde - E-165)
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire
Supply only Chain link MS galvanisd fencing, any size or type
M&L for preparation of new steel surfaces and apply two coat of synthetic enamel paint over a coat of red-oxide paint
M&L for pre cast cement concrete Type B1 (1:2:4) (20 mm graded aggregate) as in kerb stone set and jointed in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.
Preparation of new concrete surface and applying two coat of synthetic enamel paint over a coat of primer complete
M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as directed
M&L for Hardcore of gauge exc 63mm but n exc.100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surfaceall as directed
M&L for plain cement concrete in (1:3:6) type D2 using 40mm graded stone aggregate as in mass concrete or simillar work all as specified and directed by Engineer in charge
Taking down cement plaster on brick, stone walls, etc., incl racking out joints, hacking for key, scrubbing down with water, etc.
M&L for rendering 10mm thick in cement mortar 1:6 to the fair faces of brick work or concrete surfaces to be finished even and smooth without using extra cement all as specified and directed
M&L for 75 mm thick plain cement concrete type D2 using 40mm graded stone aggregate (1:4:8) as in sub base or simillar works all as specified and directed by Engineer in charge
M&L for chequered cement concrete tiles (rubber moulded type) 300 mm x300mmx25mm thick set jointed with grey cement and pigment and pointed in neat cement slurry including 15 mm thick screed bed of CM(1:6) in floors all as directed
M&L for 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 Fe 410 -W (Gde- E- 250) quality-A
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 as specifiedand directed
M&L for pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding/ridges to wall, fixed with self tapping screws as specified and directed
M&L for mild steel work for wind ties and similar work using steel conforming to Fe-290 Gde E-165 complete all as specified and directed
Dismantling structural steel work /grillwork including doors, gates but excluding framed truss etc.
S&F in Collapsible steel gates, top hung, consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with holdfasts and brackets, complete and make good funish for necessary material to disturbed area all as specified and directed by Engineer in charge
M&L for 100 mm thick plain cement concrete type D2 using 40mm graded stone aggregate (1:4:8) as in sub base or simillar works all as specified and directed by Engineer in charge
M&L for 100 mm thick plain cement concrete type B2 using 40mm graded stone aggregate (1:2:4) as in hard standing /path etc or simillar works all as specified and directed by Engineer in charge
M&L for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’all as directed
M/s.C.D.Rathod
Prem Singh
S Y Itkar Construction and Company
OM GANESH CONSTRUCTION
ELIEYAS TRADERS
M/S OMSAI ENTERPRISES
Sunil Constructions
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