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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.5 LAccepted-AOC ROOM NO 997 GALI NO 3 PART NO 3 GANESH MURTHY NAGAR CUFFE PARADE COLABA MUMBAI 400 005 | MUMBAI | MAHARASHTRA | 400005 | L1 | Accepted-AOC Lowest one | |
| 2 | L2₹32.6 L+₹3.0 L (10.0%)Rejected-Finance NOT AVAILABLE | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹32.7 L+₹3.0 L (10.1%)Rejected-Finance | L3 | Rejected-Finance Other than lowest | |
| 4 | L4₹32.7 L+₹3.0 L (10.1%)Rejected-Finance | L4 | Rejected-Finance Other than lowest | |
| 5 | L5₹32.9 L+₹3.3 L (11.0%)Rejected-Finance ROOM NO A G E 87 EAST GEETANAGAR NAVY NAGAR COLABA MUMBAI 05 | MUMBAI | MAHARASHTRA | 400005 | L5 | Rejected-Finance Other than lowest |
Tender Value
Refer Docs
EMD Value
₹78,960
Closing Date
28 Feb 2024, 6:00 pmClosed
GE NW NOFRA
Dr Homi Bhabha Road New Navy Nagar Colaba Mumbai
REPAIR TO CONCRETE SLAB MS GRATING AND VIEW CUTTER FENCING AT INS SHIKRA UNDER GE NW NOFRA
2024_MES_635324_2
8233
Open Tender
Civil Works
Item Rate
180 days
Mumbai
Please refer tender documents
8 documents required · 8 mandatory
₹500
GE NW NOFRA
₹78,960
Yes
11 Mar 2024
8 Feb 2024
1 Mar 2024
8 Feb 2024
28 Feb 2024
16 Feb 2024
8 Feb 2024 - 15 Feb 2024
Amount
Note : The tenderer shall note before quoting his unit rate that after painting, cleaning of all floors, glass, furniture,etc to be done by tenderer's arrangement & necessary scaffolding & mandatory safety measurement shall be adopted by the tenderer on site.
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 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/ dense soil, complete all as specified.
Removing excavated soil material exc. 1.50 km but nexc 60 km and as per BMC guidelines complete all as specified and directed.
M&L for cement concrete Type D-2 1:4:8 (by using 40mm graded stone aggregate) as in foundations, filling and mass concrete, complete all as specified.
M&L for Reinforeced cement concrete nominal mix 1:11/2:3 as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified.
M&L for flat rough finished Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter
M&L for mild steel TMT 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, complete all as specified.
M&L for mild steel TMT bars 5mm dia and over upto and including 10mm dia, 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 in stirrups, spacers and binders, complete all as specified.
Dismantling wrought iron or mild steel work of any description not otherwise provided for.
S&F 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, complete all as specified.
S&F Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc. confirming to FE410-W (Gde-E-250)quality-A, complete all as specified.
S&F Mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar; barred iron doors; ladder; framed balusters; railing;frame work for water tanks and similar work conforming to Fe 290 Gd E-165 all as specified .
S&F as in repairs plates (plain or corrugated) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment conforming to Fe-410(Gde-250)
Dismantling of old barbed wire fencing of any size and specification, complete 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 including making holes of 50mm dia @ 1000mm C/C bothways to pass the wind complete all as specified and directed.
M&L for preparation of newly steel surfaes of any description and applying two coats of synthetic enamel paint over a coat of red oxide incl preparation of surfaces.
Demolition of Cement concrete of any strength in ground floor and pavings (below or above ground level) and removal of debris to out side MD land upto 60 KM as per BMC guidelines , complete all as specified.
M&L for 150 mm thick cement concrete type 1:3:6 ( 40mm graded aggregate) as in sub base including laying and levelling as directed.
Material and labour for cement concrete of thickness 200 mm, of flexural strength 40 Kg/ Sqcm in field as per design mix (with maximum size of coarse aggregates upto 40mm), using minimum 400 Kg/cum and not exceeding 400 Kg/cum of cement including triangular/non circular synthetic polyster fibre reinforcement @ 0.25% by weight of cement including form work for butt nosing, rounding off edges , curing , spread and compacted complete all as specified and directed. [Note: (i) The cost of admixture required as per design mix shall deemed to be included in the quoted rate (the constant shall be applied based on design mix). (ii) Polyster triangular/non circular synthetic fibres as secondary reinforcement mixed in concrete shall be measured and paid for separtely under respective item of this schedule. However, mixing shall be deemed to be included in the quoted rate (the constant shall be applied based on design mix). (iii) Construction joints, dummy (contraction joints) and expansion joints shall be measured and paid separately under respective items.]
Supply only polyster triangular fibres /non circular fibres (Recron triangular fibre type CT 2012 12mm) having tensile strength 4000-6000 Kg/cm2, designed for melting point more than 250 degree celsius @ 0.25% by weight of cement in controlled pavement quality cement concrete and having specific gravity of 1.34 to 1.40 complete all as specified and directed.
Material and labour for high density polythene film (transparent colour) in single layer of 400 micron thickness of virgin quality (as per ASTM D 2103,IS-2508) laid with side and end overlapping not less than 150 mm complete all as specified and directed.
Material and labour for 7.5cm thick (compacted thickness) water bound macadam (WBM) ( granite, trap or basalt) with coarse aggregate of grading 2 (63 to 40mm size) or of grading 3 ( 50 to 20mm size) spread, rolled and consolidated to gradient and camber required complete all as specified and directed.
M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound, complete all as specified.
M&L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound, complete all as specified.
Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water & ht. upto 16th floor of bldg., complete all as specified.
M&L Rendering 15mm thick on brick work or concrete surfaces in cement mortar 1:4 finished even and fair complete all as specified and directed.
M&L Preparation of new plastered surfaces of wall and apply two coats of Acrylic emulsion exterior paint of required shade over a coat of external primer complete all as specified.Note : Work carried out upto 16th floor of building.
SAHU AND SAHU CO.
RAJU AND COMPANY
M/s Qureshi Construction Co
David Construction Co.
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