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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.7 LAccepted-AOC SHOP NO 4 SUN STAR CHS LTD PLOT NO 309 SECTOR 21 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L1 | Accepted-AOC ADMITTED | |
| 2 | L2₹72.7 L+₹3.9 L (5.60%)Rejected-AOC FLAT NO 1 PLOT NO 54 GRD FLOOR TULSI ASTHA NEAR SHRI ANAND RUSHIUDYAN SECTOR 12 VASHI NAVI MUMBAI 400 703 | THANE | MAHARASHTRA | 400703 | L2 | Rejected-AOC ADMITTED | |
| 3 | L3₹78.2 L+₹9.3 L (13.5%)Rejected-AOC B 12 VISHAKARMA JYOTI SUBHASH LANE MALAD E MUMBAI 400097 | MUMBAI SUBURBAN | MAHARASHTRA | 400097 | L3 | Rejected-AOC ADMITTED | |
| 4 | L4₹91.2 L+₹22.3 L (32.4%)Rejected-AOC UNIT NO 7 MOUNT VIEW CO OP HOUSING SOCIETY LIMITED MUMBAI MANKHURD 400 088 | MUMBAI SUBURBAN | MAHARASHTRA | 400088 | L4 | Rejected-AOC ADMITTED |
Tender Value
₹72 L
EMD Value
₹1.3 L
Closing Date
29 Jun 2020, 6:00 pmClosed
CWE (SUBS) MUMBAI
Commander Works Engineer Subs NCHC Powai Bhandup Post Office Mumbai 400 078
DEMOLITION OF STONE MASONARY WALL AND CONSTRUCTION OF RETAINING WALL BEHIND SHIPs GALLEY AND NEAR DSC GATE AT INS TANAJI MANKHURD UNDER GE NW MANKHURD
2020_MES_342664_1
8850/E8
Open Tender
Civil Works
Item Rate
180 days
MANKHURD
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (NW) MANKHURD
₹1.3 L
8 Aug 2020
8 May 2020
1 Jul 2020
8 May 2020
29 Jun 2020
15 Jun 2020
Amount
Demolition of brick work and/ or stone/boulder masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc and including removing rubbish outside MoD land complete all as specified and directed. Note: Masonary work shall be dismantled by any method and shape & size.
Dismantling wrought iron or mild steel works of any description as in posts, wire fencing etc, complete all as specified and directed. Note: Payment for dismantling of existing barbed wire and concertina coil shall be measured and paid for separately.
Dismantling structural steel work including door,gates but excluding framed truss etc.
Dismentling framed truss of any section made out of MS angle,channel, tube etc of span n.exc 10m each. Complete all as specified and directed
Demolition of stone slabs and tiles laid beded and pointed in any mortar of any description or thicknes in floors , aprons etc
Demolition and breaking up drain pipes (slat glazed ware, AC or reinforced concrete) set in cement mortar , in 200 mm internal dia complete all as specified and as directed.
Demolition of concrete in ground floor and pavings n.exc 15 cm thickness below or above ground level.
Demolition of concrete of any description and in any thickness (reinforcement) below or above ground level. Note:- Reinforcement will be segregated separately and taken on credit schedule. Rates for seperating of reinforcement included in rates.
Dismentling plain or corrugated steel sheeting any gauge ,any type including ridge all as specified and directed.
Dismantling old chain link fencing of any size or mesh.
Dismantling of existing steel barbed wire, complete all as specified and directed.
Dismantling of existing concertina coil, complete all as specified and directed.
Excavation over areas not exc 1.5m deep in hard/dense soil for foundation etc. and getting out, complete all as specified and directed.
Excavation over areas exc 1.5m in depth and not exc 3.0m in depth in hard/dense soil for foundation etc and getting out, complete all as specified and directed.
Excavation over areas not exc 1.5m deep in soft/disintegrated rocks for foundation etc. and getting out, complete all as specified and directed.
Excavation over areas exc 1.5m not exc 3.0 m deep in soft/disintegrated rocks for foundation etc. and getting out, complete all as specified and directed.
Excavation over areas exc 3.0m not exc 4.5m deep in soft/disintegrated rocks for foundation etc. and getting out, complete all as specified and directed.
Excavation in trenches,n.exc 1.5m wide and n.exc 3.0m in depth for foundation etc and getting out in hard /dense soil any type of soil complete all as specified and directed.
Excavation in trenches, n exc 1.5m wide and exc 1.5m not exc in depth for foundation etc and getting out in hard /dense soil any type of soil complete all as specified and directed.
Returning filling in with approved earth obtained from excavation after removal of grass, vegetation etc. including spreading, levelling, watering & well ramming in layers n exc 25 cm thick in each layers, complete all as specified and directed.
Removing and disposing off the excavated material/soil out side MD Land, complete all as specified and directed. Note: For payment purposes, quantity of excavation after deduction of the quantity of returning filling, shall only be payable under this item.
Use and waste of timber planks/ steel plate and shuttering for side support of excavation any type in hard/ dense soil or soft disintegrated rock including side support with wales struts etc any items required to side support of vertical face of excavation exc 1.50m & n. exc 4.50m and removal after the work complete as planking and shuttering for excavation in trenches in soil, including wales,struts, etcas may required for fixing and removal. (Depth exc.1.5 and nexc 3.0m) Note:- All provisions included in quoted rates and after completing work entire barkeding work shall be contractor's property.
Grubbing up tree trunk including cutting of trunk portion ,digging out roots and levveling the ground ,removal of debris out side the MD land.(Exc 100cm and n.exc 150 cm)
M&L hardcore of gauge n.exc 63mm,deposited,spread and leveled in layers of n.exc 15 cm thickness with broken stone or bolders watered and rammed to a true surface.
M&L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregates) as in foundations, filling and mass concrete etc, complete all as specified and directed.
M&L for reinforced cement concrete (design mix) RMC M-30 (using 20mm graded stone aggregate) for foundations, including rafts, footings, foundation beams, plinth beams, bases for column etc and mass concrete, complete all as specified and directed. (Note - Reinforcement and form work shall be measured and paid separetly).
M&L for reinforced cement concrete (design mix) RMC M-30 (using 20mm graded stone aggregate) for walls, retaining walls, basement walls and the like, any thickness, above top of footings, including attached pilasters and buttresses, complete all as specified and directed and as shown on drawing. (Note - Reinforcement and form work shall be measured and paid separetly).
M&L for reinforced cement concrete (design mix) M-30 (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts, complete all as specified and directed. (Note - Reinforcement and form work shall be measured and paid separetly).
M&L for reinforced cement concrete (design mix) M-30 (using 20mm graded stone aggregates) for Lintel Beam (upto 1.5 metre clear span), lintel (upto 1.50 metre clear span), Beam (upto 1.50 metre clear span), RCC Band and coping, RCC Band, RCC Band (with coping) and the like, complete all as specified and directed. (Note- Reinforcement shall be measured & paid separately).
M & L for use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams , side and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter, for rough finished surfaces of concrete, complete all as specified and directed.
M&L for formwork to faces of walls, retaining wall, abutments, parapets and staircase railing and similar work including attched pillasters, buttresses etc, vertical or to batter, for fair finished surfaces of the concrete, complete all as specified and directed.
M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for square, rectangular or polyonal fair finished surfaces of the concrete, complete all as specified and directed.
M&L for formwork to edge of conceret flate,treat break in floors,window cills, conceret railling, opening in conceret wall ,floor and roof n exc 20 cm and side of RCC/pcc bands in walls, horzintoal or sloping and similar work exc10cm and n exc 20cm wide fair finished surfaces. and complete all as specified and directed
M & L for CRS bars of Fe-500 D grade conforming to IS: 1786, 10 mm dia & over, including cutting to length, bent to shape required, cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips etc, complete all as specified and directed.
All as per item No. 34 above but 8mm and 10mm dia bars as in binders, spacers, strippus
M&L for Pre cast cement concrete block masonry with solid block of grade (C-5) having block density not less than 1800 Kg/cum, exc, 10cm in width and setting in CM 1: 6, complete all as specified and directed.
Material and labour for rendering 15 mm thick on the wall surfaces of the concrete in CM 1:4 "WPC" and finishing the surfaces even and smooth without using extra cement, complete all as specified and directed. Note:- WPC will be measured & paid separately.
M&L for preparing new plastered/concrete surfaces of walls etc and applying two coats of acrylic exterior paint over a coat of primer , complete all as specified and directed.
M&L for preparing new surface of walls, and applying two coat of cement base paint over a coat of primer complete all as specified and directed
S&F 110mm outer dia, HDPE pipes (PE-63 grade), Class 3, pressure rating 06 Kgf / Sqcm, in any length, laid through weep holes in the masonary wall inserting in position, complete all as specified and directed.
M&L for coarse sand filling as in invert filter etc (at back of walls) laid in layers not exc 15cm thick, spread, levelled and consolidation including watering, complete all as specified and directed.
M&L for hand packing (any thickness) with boulders of gauge 60mm to 40mm as in invert filters etc (at back of walls) and raising (or lowering) to the required level, complete all as specified and directed.
M&L for hand packing (any thickness) with boulders of gauge 20mm to 12.5mm as in invert filters etc (at back of walls) and raising (or lowering) to the required level, complete all as specified and directed.
M & L for mild steel works (Fe-290 Grade E-165) as in posts and struts etc in fencing of angle or other sections, including cuttings tops to shape as directed, drilling holes, notching for wire etc, complete all as specified and directed.
S&F galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins (each line wire to be measured separately), complete all as specified and directed.
S&F barbed razor tape concertina coil DG hot galvanised spring for site wire manufactured by M S Special Steel Ltd or M/s. Super Fence or Glabal Engrs as approved by GE, 1.45 to 1.50 Kg/metre and dia of coil when stretched 610mm, complete all as specified and directed.
M&L for framed work such as grills, gratings etc with ends of bars souldered and/or rivetted, or forged into spikes, framed guard bars and similar work, conforming to Fe-290 Gde-E-165 complete all as specified and directed, Note : The gratings to be provided shall be vertically openable and fixed with suitable channels, locking pins etc all as directed by the GE. The provision shown in the drawing shall be suitably amended accordingly during execution by the GE.
M&L for preparation of new steel surfaces, of any description, not otherwise described, over 10 cm in width or girth and apply two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer, complete all as specified and directed.
M&L for broken glass coping (on top of masonry wall) in CM 1:3, 25mm thick using 10Kg of broken bottle glass per Sqm and including form work, complete all as specified and directed.
S&F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe 410 gde E complete all as specified and as directed
M&L for steel work in tublar trusses including special shaped washer etc, complete using ERW confirming to IS-1161-1998 & IS-1239-1990.
S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 10 cm long n exc 15 cm long diameter of shank 11 to 15 mm complete all as specified and as directed
S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
M&L 75 mm thick Cement concrete type D2, 1:4:8 (using 40 mm graded aggregate) AS in sub base of flooring complete all as specified and as directed
M&L for Machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing over screed bed or bedding layer of mortar 20 mm in cement mortar 1:6 complete all as specified and as directed.
M& L for Pre Polished Chequred cement concrete tiles 30cm x 30 cm x 20 mm thick, set, jointed and pointed in near cement slurry in floors with mixture of grey white cement in equal proportions over and inducting screed bed or bedding layer of mortar 20 mm in cement mortar 1:6 complete all as specified and as directed
M&L for PVC coated galvanised chain link fencing of wire mesh size 50 mm x50mmx3mm weighing not less than 2.18 kg/sqm (weight inclusive of PVC coated) PVC coated line wire etc including fixing line wire to angle iron posts / rails straining bolts with provision of binding wire etc complete all as specified
M&L reinforced concrete pipes, class NP2, 300mm bore, laid and jointed complete with collars
Material and labour for Plain Cement Concrete (1:4:8) Type D-2 (using 40 mm graded brocken stone aggregate) as in bed to drain pipe including packing under and haunching against the sides of pipes with concrete after they are laid and tested in 300 mm dia pipe complete all as specified and directed.
Supply only integral water proofing compound
Material and labour for Pre cast reinforced cement concrete 1:2:4 Type B-1 (using 20 mm graded stone aggregate) as in cover slab of manholes including necessary formwork and set in cement mortar 1:4 complete all as specified and directed.
Cutting into existing manhole, 300mm bore pipe, for connecting new drains making good to pipe and removing cutting out existing benching for and forming branch channel in cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregates, smooth finish and re-forming benching complete all as specified and as directed
Material and labour for Plain Cement Concrete (1:2:4) Type B-1 (using 20 mm graded brocken stone aggregate) as in coping including necessary moulds and form work and finished exposed surfaces and channels using extra cement complete all as specified and directed.
M & L for three coats of white wash on newly plastered surfaces including preparation of surface of walls complete all as specified and directed
M&L for PCC 1:3:6 type C2(using 40mm graded aggregate) as in surface channels and drains complete all as specified & directed.
M & L for sand cushioning by spreading in trenches fine dry river sand by gently by punning down manually as in cable protection all as specified and as directed.
Supply and laying un-reinforced precast concrete cable cover class LV, type-I, flat size 250mm x 150mm x 40mm laid in trenches all as specified..
Dismantling of old UNSV/rusted steel tubular poles 9 mtr long necessary disconnecting cables/over head condcutor and removing unserviceable pole from site complete all as specified and directed.
Supply and erection of steel tubular swaged pole 9.00 metres long designation 410-SP-31 complete with cast iron base plate, finial taper plug, bolts, nuts and screws etc including and numbering of poles with white paint on black paint base and stripping with black paint (100 mm each stripe) 3 Nos at equal distance from bottom (above PCC coping) upto a height of 1200 mm complete all as specified and directed. [Note :- Earth work and concrete foundation shall be measured and paid seperately under relevant items of Sch 'A').
Supply and Laying or fixing or passing through pipe, XLPE/PVC insulated, armoured heavy duty electric cable with aluminium conductor 1100 volts grade cross sectional area 16 Sqmm 4 core including necessary connection and providing cable lugs as required including disconnection/taking down of unserviceable existing cable all as specified.
Supply and Laying or fixing or passing through pipe, XLPE/PVC insulated, armoured heavy duty electric cable with aluminium conductor 1100 volts grade cross sectional area 95 Sqmm 3.5 core including necessary connection and providing cable lugs as required including disconnection/taking down of unserviceable existing cable all as specified.
S&F in repair street light bracket made out of 40 mm dia GI light grade tubing not less than 1.2 mtr long bend to shape including pole clamps made out of 50 x 6 FI and nut, bolts and washers complete all as specified and directed by Engr-in-Charge.
Supply, laying or fixing in repair 40 mm bore galvanised iron tubing, light grade with all fittings for passing of cables laying in trenches, pole coping etc. including all fixing accessories complete all as specified and as directed.
Supply & fix in repair 3 core 1.5 Sqmm size multistranded FRLS copper conductor PVC unsheathed 650 / 1100 Volt cable for interconnection of cable looping box to Street Light Fitting all as Directed.
Supply and fix in repair of FRP looping box of size 300x250x120 mm with connector, MCB 6 Amps, Din Rail, including GI clamps made out of GI flat of size 25mm X 3 mm channel and necessary nut, bolts and washer including making connections all as specified and directed. Make - National / Hensel /Universal
M&L for provn of Earthing complete with M.S. galvanized earth plate electrode 600 x 600 x 6 mm thick buried directly in ground (earth pit not less than 4.25 M deep below normal GL) with top edge of the plate not less than 3.5M below normal GL, connected to Galvanized earth strip 32x6mm upto 7.5 mtr with protection pipe by means of bolts, nuts, check nuts & washers of GI or steel incl excavation, PCC (1:3:6) type C-1 chamber with RCC cover (1:2:4) type B0, 40 mm thick reinforced with 6 mm dia bar, 3 Nos. both way, 40mm dia light grade GI protection pipe, funnel with wire mesh,watering pipe of size 40 mm dia med. grade, lugs, main Earthing lead upto 7.5 mtr incl. Charcoal dust, salt etc. all as shown in electrical plate No. 03 of SSR Pt-I 2009 specification.
Supply and fix in replacement of street light fittings in street light poles the fitting shall be of Edge LED type 60 Watts (Warm White) complete with and including drivers, pressure die cast aluminium housing, prewired complete. Make : Havells/Crmpton/Bajaj/Pyrotech/Benlo/Halonix
M & L for disconnecting existing PVC water tank and refixing the same to existing location all as directed.
Supplying, laying, connecting and testing of GI pipe medium gde of 25 mm dia with and including all fittings such as bends elbows, tees, short pieces, connectors, check nuts, diminishing pieces, caps and plugs, unions,etc fixed complete laid in trenches / along the walls / ceilings / floors / ducts / on pillar post including taking down old unservicable GI pipeall as specified and directed by Engineer-in-charge.
S & F in repairs float ball valve assembly 25 mm bore , high pressure grade, with polythene float, fly nuts, screwed to GI pipe or brass ferrule, CI fittings viz. nipples, check nuts, reducers, elbow, sockets, etc. fixed complete all as specified and as directed.
M & L for Rendering 10 mm thick plaster in cement mortar (1:6) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.
Supply, install commissioning and testing of cubical out door feeder pillar box of size 0.5m X 0.5m X .4m, platform mounted, factory made totally enclosed dust and vermin proof (protection class IP-54, CPRI Approved) front and back opening with locking arrangement complete made of angle iron 50 mm x 50 mm x 5 mm thick frame work, height 450 mm from ground level and 3 mm thick CRCA sheet duly painted with powder coated paint to all steel surfaces over outside and inside complete. The panel board shall be suitable for 415 volt, 50 Hz, 3 phase, 4 wire system with epoxy type aluminium bus bar of capacity 400 Amp.
M/s Shreeji Construction Co
Vishal Builders
Joy builders
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