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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.6 LAccepted-AOC ROOM NO 214 GANESH MURTHY NAGAR PART III COLABA MUMBAI 400 005 | MUMBAI | MAHARASHTRA | 400005 | L1 | Accepted-AOC Being lowest | |
| 2 | L2₹58.2 L+₹5.6 L (10.8%)Rejected-Finance | L2 | Rejected-Finance Other than being lowest. | |
| 3 | L3₹59.4 L+₹6.9 L (13.1%)Rejected-Finance 06 SACHIN SANTOSH DALVI G T HOSPITA CSMT MUMBAI MAHARASHTRA 400001 UDYAM MH 19 0135994 27ALQPD7257B1Z2 R M | MUMBAI | MAHARASHTRA | 400001 | L3 | Rejected-Finance Other than being lowest. | |
| 4 | L4₹61.2 L+₹8.7 L (16.6%)Rejected-Finance FLAT NO 002 MAHAVIR VILLA CHS LTD PLOT NO 259 SECTOR 21 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L4 | Rejected-Finance Other than being lowest. | |
| 5 | L5₹68.7 L+₹16.2 L (30.9%)Rejected-Finance NOT AVAILABLE | L5 | Rejected-Finance Other than being lowest. |
Tender Value
₹70 L
EMD Value
₹1.3 L
Closing Date
12 Nov 2024, 6:00 pmClosed
CWE (NW) Mumbai
Commander Works Engineer NW Dr Homi Bhabha Road Navy Nagar Colaba Mumbai 05
STRUCTURAL REPAIR AND ROOF TREATMENT ROOF COVERING TO CERTAIN BLDG IN ZONE 1 AND 3 AT ND MBI UNDER AGE B/R I UNDER GE (NW) KUNJALI, COLABA, MUMBAI
2024_MES_678989_1
8377/CWE(NW)MUMBAI/E8
Open Tender
Civil Works
Item Rate
180 days
GE (NW) Kunjali
Class C
category a (i)
7 documents required · 7 mandatory
₹1,000
GE (NW) Kunjali
₹1.3 L
Yes
30 Jan 2025
10 Oct 2024
14 Nov 2024
10 Oct 2024
12 Nov 2024
31 Oct 2024
10 Oct 2024 - 30 Oct 2024
Amount
Complete removal of existing water proofing treatment of any description in any position and removing debris outside MD land as directed by Engineer-in-charge. Note: The place of disposal shall be find out by the contractor.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for and removal of debris out of MD land complete all as specified. Note: The place of disposal shall be find out by the contractor.
Material & Labour for PCC 1:2:4 type B-0 (using 12.50 mm graded stone aggregate) as a leveling course/ padding on roof / chajja top surfaces to maintain proper slope and finished fair and even complete all as specified
Material & Labour for PCC 1:2:4 type B0 using 12.5 mm graded stone aggregate, as roof kerbs / padding, using Pidiproof LW+ water proofing chemical of Dr. Fixit or equivalent as per manufacturer's instruction etc complete all as specified. (Water Proofing Chemical shall be measured and paid seperately).
Material & Labour for Wire brushing and cleaning top cement concrete surface of roof / chajja including flashings and junction of parapets, etc., and applying blown grade bitumen of any penetration applied hot @ 1.7 kg per Sqm, blinded with grit or pea size gravel @ 0.006 cum per Sqm, and lightly tampered (area of flashings) complete all as specified and directed by Engineer-in-Charge.
Material & Labour for chicken wiremesh of galvanised steel 0.7mm dia of wire having mesh size 25x25 mm fixing on top of roof/ chajja complete all as specified & as directed by EIC.
Material & Labour for rendering 15mm thick in cement plaster (1:3) mixed with WPC by weight of 3% of total cement on roof top surface finished even and fair complete all as specified and as directed. Note : WPC will be measuerd and paid separately.
Supply only integral water proofing compound .
Material & labour for preparing roof surfaces and applying water proofing treatment as per manufacturers instructions and comprising of the following activities:- (a) Applying one coat of bituminous primer @ 0.25 Kg per Sqm. (b) Providing and laying APP based polymeric membrane minimum weighing 3 kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) . The APP membrane shall be laid using torch application method with minimum 100 mm side overlap and 150 mm end overlap and ensure that a constant flow of bitumen is maintained across the whole width of a role and that a bead of bitumen is extruded from all edges to obtain a good seal.The APP membrane shall be taken upto minimum 200 mm on vertial surfaces. All the edges of the membrane shall be sealed with sealant. The rain water gutter portion shall be finished with cement mortar 1:4 to provide requisite slope towards rain water pipe outlet. (c) Ponding test including supply of water for 72 hours after completion of water proofing work. Notes - (i) Irrespective of lap the net covered area shall only be measured and paid. ii) The laying of membrane shall be got done through an authorised applicator of manufacturer of the membrane. iii) Quoted rate shall include disconnecting and refixing of existing AC units/PVC water tank existing on roof top including necessary fittings if damaged.
Material & Labour for Cement concrete tiles 25cm x 25cm x 22mm thick, machine pressed; (with grey cement & no pigments) laid over and including 15 mm thick screed bed in CM 1:4. set, jointed and pointed in neat cement slurry in floors, and cut and polished complete all as specified and directed.
Material & Labour for Disconnecting existing tanks of capacity exc 1000 lit and n exc 2000 lit capacity, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. Note-Cleaning, repairing, water tank shall be measured and paid separately)
Material & labour for chipping, removing carefully concrete work by low impact hammer breakar without damaging the structure & cleaning and disposal of debris out side the premises etc complete as directed by Engr-in-Charge, hard concrete should not be removed by force including necessary scaffolding for high rise bldgs complete all as specified and directed.
Material & labour for clean existing reinforcement with wire/rotary wire brush, making the surfaces free from loose material dirt etc complete applying two coats of alkaline rust converting primer FEOVERT confirming to ASTM-B-117, on the rebars, including cleaning the reinforcement wire brushing to remove loose rust spalls with time interval of 6 hour between the coats and applying protective coating IPNET-RB complete all as specified and directed.
Material & Labour for providing and applying structural grade EPIBOND-21-LP prior to application of any type of mortar plaster confirming to ASTM-C-882-91 (Arizona Slant Shear Test) to ensure bond between old concrete and new concrete.
Material & labour for Building up the profile of structural members by using latex additives (MONOBOND) modified air cured mortar system (Polymer modified mortar) (1:5:15 = 1 monobond-5Cement-15 sand) -in damaged areas in 30mm thickness including leveling profliling and scaffolding for high rise buildings etc complete
Material & Labour for rendering 15 mm thick pre polymer modified ready mixed cement based plaster in two coats 10 mm thick base coat and 5 mm thick finishing/final coat. Polymer modified ready mixed cement based plaster should having minimum composition of cement & sand 1:4 using fully treated dry, well graded natural sand conforming to IS-383 suitable for external plastering having low rebound properties, low water demand for curing properties, mechnical mixing with water in a matalic tray only to made good, consistency as per the specification of the manufacturer and applied over exterior masonry and concrete surfaces including necessary scaffolding and safety arrangement complete all as specified and directed.
Material & Labour for providing 12 mm dia holes of 75mm deep @0.6 m c/c at junction of beams and columns as co-ordinal points for inserting/pouring mixture of resin base latex polymer and cement slurry by pressure grouting for column, beams and slabs, including sealing the holes with CM 1:3 complete all as specified and as directed by Engineer-in-Charge.
Material & labour for Providing and applying jacketing around columns/RCC members with Micro concrete (Molith-MC) M40 including all lifts, shuttering, drilling holes and fixing shear anchor / deficient reinforcement as per manufacturer's specification all as specified and as directed by Engineer-in-Charge. Note: i) Reinforcement shall be measured and paid separately. ii) Rates are deemed to be including jacketing, formwork and micro concrete.
Supply & Fixing welded steel wire fabric, cut to length, fixed to steel members / reinforcement steel, weighing not exc. 4 Kg per Sqm
Material & Labour for TMT mild steel 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to Fe-410-S or Fe-410-0
Ditto- all as per item No. 20.00 above but as in stirrups.
Material & labour for form work to sides of concrete foundations, footings, bases of columns, raft and raft beams etc, vertical or to batter for rough finished surfaces of concrete flat.
Material & labour for form work to sides of square, rectangular or polygonal pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete flat.
Dismantling of wall and ceiling boards (fibre, pulp, insulation) or insulation boards, false ceiling, wall panneling & partation boards bonded wool, blanket slab incl aluminium grid frame work complete all as specified and as directed
Material & Labour for Anodised aluminium snap grid frame work for false ceiling of grid size 605mm x 605mm with Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long with calcium silicate board of siliceous and calcareous material reinforced with cellulose fibre of size 600 mm x 600mm fixed in grid complete all as specified .
Material & Labour for POP false ceiling using 600 x 900 x 12 mm thick plaster of paris with gypsum binder sheet decorative type and necessary provision for concealed type light fittings, fixed on 22 gauge GI channel grid work main joist of size 50 x 25 mm spaced at 750 mm centre, secondary joist of size 75x20 mm fixed to main joists spaced t 900 mm suspended to roof members using 25 x 25 x 2 mm GI angles and fasteners @ 1.2 m C/C including decorative design/pattern all as specified and directed Engr-in-Charge.
Taking down PVC wastage and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, complete all as specified and as directed
Supply & Fixing 160mm dia bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls with suitable size GI clamps complete all as specified and as directed
Supply & Fixing 160mm bore PVC (SWR) bends any radius fixed with rubber ring jointscomplete all as specified and as directed
Supply & Fixing 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with suitable size GI clamps complete all as specified and as directed
Supply & Fixing 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with suitable size GI clamps complete all as specified and as directed
Supply & Fixing 110 mm bore PVC (SWR) bends any radius fixed with rubber ring jointscomplete all as specified and as directed
Supply & Fixing 75 mm bore PVC (SWR) bends any radius fixed with rubber ring jointscomplete all as specified and as directed
Taking down cement plaster of any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc and removing debris outside MD land. Note: The place of disposal shall be find out by the contractor.
Material & Labour for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished even and smooth using Sagol finish not less than 1.5mm including necessary scaffolding and safety arrengement complete all as specified.
Material & labour for rendering 10 mm thick on fair faces of concrete surfaces in ceiling in CM (1:3) and finished even and smooth without using extra cement including necessary scaffolding and safety arrengement complete all as specified.
Material & labour for rendering 15 mm thick on fair faces of brickwork or concrete surfaces of wall in CM (1:4) mixed with integral water proofing compound @ 3% by weight of cement and finished even & smooth without using extra cement including necessary scaffolding and safety arrengement to carrying out works up to 1 to 4 storeys buildings complete all as specified. Note- Water proofing compound will be measured and paid for separately.
Material & Labour for preparation of plastered surfaces of wall and applying one coat of Hydrolock water proofing course by brush without dilution through approved applicator complete all as specified and as directed by Engr-in-Charge.
Material & Labour for preparation of new plastered wall surfaces of any description & applying two coats of acrylic (antifungal) exterior grade paint @ 1.67 lit/10 Sqm over and including priming coat @ 2.20 kg/10 Sqm) on wall/roof including including necessary scaffolding to carrying out works up to 1 to 4 storeys buildings complete all as specified.
Material & labour for preparing new plastered surfaces of wall, applying one coat of wall care putty not less than 3mm thickness and making the surface even and smooth using emery paper and applying two coats of oil bound distemper over a coat of alkali resistant primer complete all as specified.
Material & Labour for preparation of new plastered surfaces of ceiling and applying three coats of white wash including necessary scaffolding complete all as specified & directed by Engr-in-Charge.
Material & labour for Erection & dismantling of MS tubular double scaffolding (H frames) upto ht of 30 m & with necessary bracing, provision of necessary safety equipment to the skilled workers to carry out the work and covering with green cloth upto top of the scaffolding for carring out external facework of walls all as directed by Engr-in-Charge.
Dismantling plain or corrugated steel sheeting, any gauge or thickness including Nainital or similar pattern roof coverings all as specified and directed.
Supply & Fixing pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, chajjas, fixed with self tapping screws complete all as specified.
Supply & Fixing Pre-painted galvalume aluminum zinc coating GI based Plain/design steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified & and directed.
Material & Labour for 1.5 mm thick galvanised steel sheet as in facia of roof, window chajja and Valley gutters fixed with rivets or other suitable arrangements over MS brackets in any shape/design as required profile with desired slope, including cutting holes, make design complete all as specified and as directed by Engr-in-Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed
Material & Labour for mild steel 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 complete all as specified .
Material & Labour for mild steel framed work such as grills, gratings etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars; barred iron doors, ladders, framed balusters, walk ways, railings etc with ornamental and intricate design conforming to conforming Fe.290.Gde-E-165 complete all as specified
Supply & Fixing 2mm thick fibre glass reinforced translucent plain/corrugated sheeting with two corrugations side lap fixed with L -type or J-type or cranked hook in lieu of screw as in roof, wall etc complete all as specified.
Taking down 40 to 50mm bore, GI tubing and connections including cleaning for refixing or removal to store in roof all as directed..
Taking down 25 to 32 mm bore, GI tubing and connections including cleaning for refixing or removal to store in roof all as directed..
Material & Labour for taking down carefully 40 to 50mm bore GI tubing and connections including cleaning and refixing old steel tubing including providing new accessories i.e. tee, elbow, check nut, socket fixed to walls and ceilings with suitable size GI clamps or laid in floors complete all as specified and directed.
Material & Labour for taking down carefully 20 to 32 mm bore GI tubing and connections including cleaning and refixing old steel tubing including providing new accessories i.e. tee, elbow, check nut, socket fixed to walls and ceilings with suitable size GI clamps or laid in floors complete all as specified and directed.
Supply & fixing 50 mm bore GI tubing medium grade with all fittings such as bends, socket, tees, elbows, unions, barrel, nipple, plugs, etc fixed to walls and ceilings with suitable size GI clamps or laid in floors complete all as specified.
Supply & fixing 32 mm bore GI tubing medium grade with all fittings such as bends, socket, tees, elbows, unions, barrel, nipple, plugs, etc fixed to walls and ceilings with suitable size GI clamps or laid in floors complete all as specified.
Supply & Fixing in repairs stop valves/gate valve, 40 to 50 mm bore cast copper alloy with crutch or butterfly handle, any type in any position all as specified and directed by Eingineer in Charge.
jalandhara construction (BID ID -3163097)
Sachin santosh dalvi (BID ID -3161462)
RAJENDRA CONSTRUCTION (BID ID -3158023)
SHREE JAGDISH FURNITURE CO. (BID ID -3155802)
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