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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.9 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹27.1 L+₹3.4 L (14.2%)Rejected-AOC 0 FUTANA OLI NEAR KAL BHAIRAV MANDIR KAMPTEE ROAD KAMPTEE NAGPUR MAHARASHTRA 441002 | 441002 | L2 | Rejected-AOC REJECTED | |
| 3 | L3₹29.2 L+₹5.5 L (23.1%)Rejected-AOC B 12 VISHAKARMA JYOTI SUBHASH LANE MALAD E MUMBAI 400097 | MUMBAI SUBURBAN | MAHARASHTRA | 400097 | L3 | Rejected-AOC REJECTED | |
| 4 | L4₹33.6 L+₹9.9 L (41.8%)Rejected-AOC GALA NO 08 D SOUZA SADAN OPP ANULAXMI ART PRINTERS NEAR GANESH MANDIR LOKMANAYA TILAK NAGAR A G LINK ROAD SAKINAKA MUMBAI 400 072 | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | L4 | Rejected-AOC REJECTED | |
| 5 | L5₹41.7 L+₹18.0 L (75.7%)Rejected-AOC SHOP NO 4 SUN STAR CHS LTD PLOT NO 309 SECTOR 21 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L5 | Rejected-AOC REJECTED |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
10 Mar 2022, 6:00 pmClosed
GARRISON ENGINEER NORTH MUMBAI
GARRISON ENGINEER NORTH MUMBAI - 400029
8963 CERTAIN REPAIRS TO SECURITY WALL, FENCING, HARD STANDING AND OTHER MISC WORK AT DGQA COMPLEX UNDER GE NORTH MUMBAI
2022_MES_507432_1
8963/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER NORTH MUMBAI
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NORTH MUMBAI
₹50,000
Yes
22 Mar 2022
11 Feb 2022
12 Mar 2022
11 Feb 2022
10 Mar 2022
24 Feb 2022
12 Feb 2022 - 23 Feb 2022
Amount
Demolition of cement concrete unreinforced in any description and in any position not otherwise specifically provided for and removal of rubbish to outside MD land etc complete all as specified and as per directed all as specified and as per directed
Demolition of brickwork/stone/PCC block masonry built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removing of debris outside MD land complete all as specified and as directed by Engineer-in-Charge
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge.
Excavation in trenches, not exceeding 1.50 m wide and not exceeding 1.5 m in depth, for foundation, cable trenches etc, not exceeding 10 sq m on plan and getting out hard/dense soil complete all as specified and as directed by Engineer-in-Charge.
Returning, filling in including spreading, levelling, watering and well ramming in layer not exceeding 25cm in soil complete all as specified and as directed by Engineer-in-Charge.
Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and as directed by Engineer-in-Charge
Material and labour for hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface all as specified and as directed.
Material and labour for plain cement concrete 1:4:8, type D2, using 40mm graded stone aggregate as in foundation / mass concrete etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for hand packing of broken stone or boulders of (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for moorum / red bajri filling in floors or pavings, laid in layers not exceeding 15cm thick, spread, levelled and rammed including watering etc complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.
All as per item No. 11 described here-in-before but except stone built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.
Material and labour for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought up to courses Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.40mm complete all as specified and as directed by Engineer-in-Charge.
Material and labour for keyed pointing to random rubble, uncoursed or brought up to course masonry with cement mortar 1:4 etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for precast cement concrete 1:3:6, type C1 using 20mm graded stone aggregate as in bond stone etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for brick work built in cement mortar 1:6 using sub class 'B' bricks, straight or curved on plan exceeding 6 mtrs mean radius complete all as specified and as directed.
Material and labour for rendering 15mm thick plaster in Cement Mortar 1:6 on brick or concrete surfaces, finished the surface even and smooth without using extra cement etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for broken glass coping on top of wall in cement mortar (1:3), 25 thick rendering with rounded or weathered finish and before mortar has set, glass (of bottle or thick glass) broken to approximate 63 mm gauge firmly embedded @ 10 Kg glass per sqm of rendered surface complete as specified in SSR Part-I.
Material and labour for applying two coats of cement based paint on new wall surface complete all as specified and as directed by Engineer-in-Charge. Make : Snowcem/Duracem/Aquacem/Berger/Shalimar
Material and labour for plain cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in bed block of angle iron swan neck post and copping at security wall all as specified and as directed by Engineer-in-Charge.
Dismantling steel barbed wire work of any description not otherwise specifically provided for complete all as specified and as directed by Engineer-in-Charge.
Dismantling Asbestos cement (corrugated, semi corrugated, etc.) sheets in roof coverings including ridges all as specified and as directed
Supply and fix Pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick as per approved profile of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws or L type or J type or cranked hook bolts or as per manufacture instruction complete all as specified and as directed by Engineer-in-Charge Make: JINDAL / INDALCO / HINDALCO / ASSOCIATED Profiles and Aluminium Ltd / ESSAR colour coated sheets
Supply and fix Pre- painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick as per approved profile of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws or L type or J type or cranked hook bolts or as per manufacture instruction complete all as specified and as directed by Engineer-in-Charge. Make: JINDAL / INDALCO / HINDALCO / ASSOCIATED Profiles and Aluminium Ltd / ESSAR colour coated sheets
Material and labour for rolled mild steel in joist, channel, angle, or tee sections, fixed independently, without connecting plates conforming to Fe- 290, Gde 165 etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for MS framed work such as grills , gratings, etc with ends of bars shouldered and /or riveted or forged into spikes, framed guard bars, framed work of garbage bin, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe- 290, Gde 165 etc. complete all as specified and as directed by Engineer-in-Charge.
Supply and fix galvanized 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 or tying at crossing with and provn of galvanized mild steel wire staples or steel pins etc as directed (each line of wire to be measured), complete all as specified and as directed by Engineer-in-Charge.
Supply and fix razor type concertina coil, SG hot galvanized spring tensile wire, 145 to 150 newton per sqmm, zinc coating 250-300 gm per sqm, dia of coil when unstreched 600mm, minimum No of coils 10 per running meter after laying, hot dipped razor ribbon tape of size 0.50 mm thick, 19mm wide before wrapping on central core wire, fixed with 1.66 mm thick GI clips 25 Nos, per running metre and special nut bolts for holding 'Z' coils together and extra two rows parallel wire of 10 gauge complete all as specified and as directed by Engineer-in-Charge Note :- The length shall be measured along the centre-line of the perimeter of fencing.
Supply and fix framed Mild steel angle 'Y' shape brackets with cutting to shape as specified / directed, drilled and counter sunk for screw, including bending and welding angle as necessary plates, riveting etc, confirming to Fe-290 Grade E-165 complete all as specified and directed by Engineer in charge.
Material and labour for preparing of new painted steel surfaces of any description exceeding 10 cm in width or girth and applying two coat of synthetic enamel paint, tint as approved with all necessary staging, scaffolding, etc as required complete all as specified and directed by the Engineer- in - Charge. Make : Jenson & Nicholson-Broach / Asian Paints Ltd - Apcolite / Berger Paints Ltd - Luxol / Shalimar Paints - Superlac
Material and labour for 100mm thick plain cement concrete 1:4:8, type D2, using 40mm graded stone aggregate as in sub base for flooring / hard standing / path, finished even and fair complete all as specified and as directed by Engineer-in-Charge.
Material and labour for 100mm thick plain cement concrete 1:2:4, type B1, using 20mm graded stone aggregate as in flooring / hard standing / path, finished even and smooth without using etc cement etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for forming 12mm thick, expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ of 100mm thickness of concrete slab etc complete all as specified and as directed by Engineer-in-Charge.
Supply and fix machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size conforming to IS 15658- 2006 of 60mm thickness, M-35 grade including 25mm thick sand cushion below paver blocks and filling the joints with sand complete all as specified and directed by Engineer- in-Charge. Make : Mehtab Tiles, Indore / M/S Ultra Tiles / Topaz Tiles / Vitco tiles
Material and labour for 5 layer Acrylic Synthetic coating (2mm) for basketball court to be carried out as under: Preparation : The surface shall be cleaned thoroughly with water to remove all dust and dirt, filling up the depressions with chemically based sealer etc. Priming and sealing (base coat) : One coat of primer base coat shall be spray and let it cured for 3 hours. Resurface coat : The sealer coat will be applied in layer as required and same will be cured for minimum 24 hours. Colour coat : Two coat of top surfaces will be applied, 1st coat with squeeze and second coat with finally and the line marking will be done with white colour and outside marking to demarked the court from Asphalt will be in RED/YELLOW colour, line marking shall be done as per international standards etc complete all as specified and directed by Engineer-in-Charge.
Supply and fix stainless steel chain link chain 6mm dia confirming to Fe-304 Gde etc complete all as specified and as directed by Engineer-in-Charge.
Supply and fix stainless steel tubular pipe confirming to Fe-304 Gde complete all as specified and as directed by Engineer-in-Charge.
Supply and fix mild steel 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 to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and hanging also fastening conforming to Fe-410-W (Gde-E- 250) quality-A etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for cleaning and removing all scale and dirt etc from 500 to 1000 litre capacity tanks and from mouths of circulating pipes, etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for cleaning and removing all scale and dirt etc from 1001 to 2000 litre capacity tanks and from mouths of circulating pipes, etc complete all as specified and as directed by Engineer-in-Charge.
Supply and fix rotational moulded polyethylene water storage tank (Cylindrical vertical with closed stop), HDPE, triple layered with ISI marked of 500 litre capacity with inlet & outlet connections, tank nipple (minimum weight 25mm - 65 gms) 25mm bore dia, bends, sockets etc, hoisted and fixed in position including taking down existing unserviceable PVC water tank etc complete all as specified and as directed by Engineer-in-Charge. Make : Sintex/Polycon/infra/Rotex
All as per item No. 41 described here-in-before but 1000 litre capacity
All as per item No. 41 described here-in-before but 2000 litre capacity
Supply and fix in repairs gun metal gate valve, 25mm bore, with iron wheel head, screwed both ends for iron pipes, ISI marked and fixed with suitable size of new union complete all as specified and as directed by Engineer-in-Charge. Make : Leader/Zoloto/Seiko/Sant/Soma
Supply and fix in repairs Ball Valves high pressure of PTMT with epoxy coated aluminium rod & high-density plastic ball screwed for iron pipe and fixed of 25mm bore complete all as specified and as directed by Engineer-in-Charge (Minimum weight - 142 gms) Make : Jaypee/GMP/Neta/Zoloto/Prayag/Symet
Supply and fix 25mm dia GI nipple suitable for HDPE water tank complete all as specified and as directed by Engineer-in-Charge
Supply and fix in repairs GI tubing, medium grade, 20 mm bore with all fittings and connections and fixing to wall/floor including cutting chases in brick walls pinning in if required and making good disturbed surfaces using with cement mortar 1:3 all as specified and directed. Make : Jindal / Zenith / Tata / Prakash / Swastik
Supply and fix in repairs GI tubing, medium grade, 25 mm bore with all fittings and connections and fixing to wall/floor including cutting chases in brick walls pinning in if required and making good disturbed surfaces using with cement mortar 1:3 all as specified and directed. Make : Jindal / Zenith / Tata / Prakash / Swastik
Supply and fix in repairs UPVC (SWR), type B, single socketed rain water/soil waste/vent pipes with rubber ring joints, 110mm dia, fixed to walls complete all as specified and as directed by Engineer-in-Charge. Make: Finolex/Prince/Kisan/Supreme/SFMC
Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out in hard / dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm including watering and removing surplus soil to a distance not exceeding 50m etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for plain cement concrete 1:3:6, type C2, using 40mm graded stone aggregate as in foundation / mass concrete etc complete all as specified and as directed by Engineer-in-Charge.
Supply and fix galvanaised mild steel chain link fencing 3mm dia, 50mm x 50mm size mesh including line wires and type to any type of standards, rails, straining bolts, etc including provission of binding wire etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Mild Steel round bars 10mm dia and over, cut to length, bent to shape required including cranking bending spirally for hooping for column hooking ends and binding with and including mild steel wire (annealed) complete all as specified and as directed by Engineer-in-Charge.
S.N Enterprises
Vishal Builders
joshua construction
Parmatma Enterprises
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