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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC B 12 VISHAKARMA JYOTI SUBHASH LANE MALAD E MUMBAI 400097 | MUMBAI SUBURBAN | MAHARASHTRA | 400097 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹32.3 L+₹2.3 L (7.74%)Rejected-AOC MAYURESH BHARAT CHS PLOT NO 170 181 B 09 SECTOR 21 NERUL NAVI MUMBAI 400706 | THANE | MAHARASHTRA | 400706 | L2 | Rejected-AOC NOT LOWEST | |
| 3 | L3₹35.8 L+₹5.8 L (19.4%)Rejected-AOC 00 C O PARMOD SINGH BAKTA BARHI CHINTAMAN SITAMARHI BIHAR 843315 | SITAMARHI | BIHAR | 843315 | L3 | Rejected-AOC NOT LOWEST | |
| 4 | Rejected-Technical UNIT NO 7 MOUNT VIEW CO OP HOUSING SOCIETY LIMITED MUMBAI MANKHURD 400 088 | MUMBAI SUBURBAN | MAHARASHTRA | 400088 | - | Rejected-Technical As per Para 7 of NIT original DD and application uploaded with tender not recd by this office till date, hence, T Bid to be rejected | |
| 5 | Rejected-Technical SHOP NO 4 SUN STAR CHS LTD PLOT NO 309 SECTOR 21 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | - | Rejected-Technical Contractor not eligible to participate in the subject tender due to revocation |
Tender Value
₹39.7 L
EMD Value
₹79,400
Closing Date
24 Jun 2023, 6:00 pmClosed
GE (NW) MANKHURD
Mumbai - 400088
PROVN OF HARD STANDING FOR MT VEH TO HQ 31 WEU, COVERED SHED NEAR BLDG NO P-53, PARKING SHED AND APPROACH AROUND NCN BLDG, PULLY OPERATED CLOTHS DRYING SYSTEM, ROLLING SHUTTER AND CONNECTED WORKS TO MT GARAGE SHED AT NRS THANE UNDER GE (NW) MANKHURD
2023_MES_602130_1
8222/E8
Open Tender
Civil Works
Item Rate
180 days
GE (NW) MANKHURD
AS PER NIT AND TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
Yes
GE (NW) MANKHURD
₹79,400
28 Sept 2023
9 Jun 2023
26 Jun 2023
9 Jun 2023
24 Jun 2023
10 Jun 2023
Amount
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/dence soil.complete all as specified and directed
M & L for rolling and consolidating formation surfaces in cutting with power roller from 8 tonne to 12 tonne complete all as specified and directed
M & L for soiling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed & rolled & consolidated to required gradient & camber 150mm thick complete all as specified and directed.
M & L Cement concrete 1:4:8 Type D2 (40mm graded aggregate) in foundations, filling and mass concrete.complete all as specified and directed
M&L for PCC 1:3:6 Type C-2 (using 40mm graded Agg) as in foundations, filling and mass concrete all as specified and as directed by Engr-in-Charge.
M&L for PCC 1:2:4 type B-2 Using 40 mm graded stone aggregate for walls or retaining walls,any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) as specified.
M&L for providing cement concrete 1:2:4 type, B-1 (using 20mm graded crushed stone aggregate) as in coping,benching including all necessary form work complete all as specified and as directed.
M & L for Ready Mix concrete of M 40 Grade in pavement/hardstanding of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre including vaccume dewatering complete all as specified and directed.
M & L for formwork to sides of concrete foundations and plinth beams and similar work vertical or to batter for flat and fair finished surfaces complete all as specified and directed
M & L for forming 12mm thick construction joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'A' thk of concrete slab 150 mm complete all as specified and directed.
M & L for Forming contraction (Dummy) joints 30mm deep x 10mm wide , filled with sealing compound Grade 'A' complete all as specified and directed.
M & L for Wearproof topping as 15 mm thick specified (incorprating an approved metallic floor hardner) laid on concrete floors and pavings and finished even and smooth(except metallic harnder) complete all as specified and directed
M & L 100 mm thick cement concrete (unreinforced ) in ground floors and paving n exc15 cm thikness (below or above ground level) complete all as specified and directed
S&F Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 410-0
Formwork to sides of pillars,posts, struts, piers, columns and stanchions complete all as specified and directed.
Excavating in trenches n exc 1.5 m wide and n exc 1.5 m in depth for foundation ecor for shafts wells cesspits manhole pier holes etc n exc 10 sq m on plan and n exc 1.5 in depth and getting out in hard dense soil
Excavating in post holes( or similar holes) each n exc 0.5 cum , getting out, retunring, fillingin and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm in any type of soil.
M & L precast cement concrete block masonary with solid blocks type C1 1:3;6 exc 10 cm in width and setting in CM (1:4) moratar complete
M & L rendering 15 mm thick on fair faces of brick/stone masonary or concrete surfaces in CM 1:4 is to be finished even and smooth (without using extra cement) complete all as specified and directed
Returning and filling in including levelling watering and well ramming in layersnt exc 25 cm complete all as specified and directed
M & L for sand filling under floors or in foundations including watering and consolidation
Removing excavated material not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point
Removing Excavated soils exceeding 250 M but not exceeding 500 M and depositing where directed.
S & F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240.
S & F rolled mild steel in roof trusses(framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing(Beam,tee, angle, channel or flat sections)incl distance pieces, cleats, etc conforming to grade Fe-410W-(Gde E-250 Quality A).
S & F MS bands, straps, supports or stays for rainwater, ventilating pipes, including bolts if reqd, hooks(stay), hook and pintle hinges, large hasp and staples, clamps, hold fasts, wall ties, plain angle cleats for securing purlins to wood trusses or rafters and similar small articles confirming to Fe-290 Gde E-165.
S & F Pre painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of colour having tensile stength of 550Mpa as in roof coverings/cladding to wall, fixed with self tapping screws as specified.
S & F Pre painted galvatume aluminium zinc coating GI based plain steel sheet 0.50mm thick of colour having tensile stength of 550Mpa as in roof coverings/cladding to wall, fixed with self tapping screws as specified.
Preparation of new steel and iron surfaces of any description over 10 CM width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer.
S & F PVC (SWR) pipe 110 mm bore single in any type with rubber ring joint laid in wall/trenches /floor.
S & F PVC (SWR) bend any radious 110 mm bore.
M&L Hard core of broken stone or boulder of gauge exceeding 63mm but not exc 100 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface
M & L for machine pressed pre cast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 grade with grey cement and pigment.
Supply and fixing of 04 pieces pulley opertated clothes drying system casting of aluminium pipe of outer dia 22mm inner dia 19.8mm and channel pair of length 9 Ft with pulley made up of devil mounted and fixed with self tapping screw. Rope will be HDPE double core of 4mm iwth rope guide at locking system to hide rope. Channel to be dia of minimum weight of pipe shall not be less than 0.20kg/Rm and maximum weight of pipe in one unit not less than 2kg. Weight of rope shall not be less than the 550gms/mtrs. Make : As per sample approved by GE
Supply and fixing of 04 pieces pulley opertated clothes drying system casting of aluminium pipe of outer dia 22mm inner dia 19.8mm and channel pair of length 7 ft with pulley made up of devil mounted and fixed with self tapping screw. Rope will be HDPE double core of 4mm iwth rope guide at locking system to hide rope. Channel to be dia of minimum weight of pipe shall not be less than 0.20kg/Rm and maximum weight of pipe in one unit not less than 2kg. Weight of rope shall not be less than the 550gms/mtrs. Make : As per sample approved by GE
Supply & fix, steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp ,spring and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type thickness of laths 1.25 mm, complete all as specified and directed.
S & F Ball bearing for rolling shutters as specified.
Dismantling and re-fixing of plain/corrugated steel sheeting, any gauge or thickness including Nainital or similar pattern roof covering.
Dismantling wall and ceiling boards (fiber, pulp, insulation etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets, grid etc complete all as specified and directed
Supply and fixing hot dipped GI imposed grid with 24mm wide T section exposed flanges powder coated frame work comprising of main runner made runner made from 0.33mm thick GS Sheet of size 24 mm x 32mm x 300 mm @1200 mm C/C GI wire 4mm dia fixed by rawl plug, level adjusters and screws etc flush fitting of 1200mm long cross tee interlocked between main runners @ 600mm c/c to form 1200mm x 600mm modules cross tee longer than 600mm to be supported independently 600 mm x 600mm modules shall be formed by fitting 600mm long cross tee centrally between 1200mm cross tee, perimeter wall angle shall be GS of size 19mm x 19mm and 0.45 mm thick 300mm long including 600mm x 600mm x8 to 10mm thick Armstrong gypsum reinforced board with painting with two coat of plastic emulsion paint over primer complete all as specified. Note : A sum of Rs 6000.00 towards sch of credit shall be deducted to arrive the contract sum.
ECOBUILD
M/S KHUSHI ENTERPRISES
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