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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.6 LAccepted-AOC B 12 VISHAKARMA JYOTI SUBHASH LANE MALAD E MUMBAI 400097 | MUMBAI SUBURBAN | MAHARASHTRA | 400097 | L1 | Accepted-AOC ACCEPT | |
| 2 | L2₹30.5 L+₹1.9 L (6.78%)Rejected-AOC FLAT NO 04 3RD FLOOR HARI BHAVAN PLOT NO 44 MAHANT ROAD VILLES PARLE EAST MUMBAI 400057 | MUMBAI SUBURBAN | MAHARASHTRA | 400057 | L2 | Rejected-AOC REJECT | |
| 3 | L3₹32.5 L+₹4.0 L (13.9%)Rejected-AOC | L3 | Rejected-AOC REJECT |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
8 Aug 2020, 6:00 pmClosed
GARRISON ENGINEER NORTH MUMBAI
GARRISON ENGINEER NORTH MUMBAI - 400029
8864 SPECIAL REPAIRS TO STORAGE SHED DOORS AND SHUTTERS INCLUDING REPAIRS TO BEAM, PILLARS AT KANDIVALI COMPLEX OF COD UNDER GE NORTH MUMBAI
2020_MES_360061_1
8864/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
₹70,000
Yes
28 Aug 2020
10 Jul 2020
10 Aug 2020
10 Jul 2020
8 Aug 2020
23 Jul 2020
11 Jul 2020 - 11 Jul 2020
Amount
Dismantling structural steel work of any description including sliding door, gates of size 3.30m x 3.75m and connected railings, rollers, stoppers etc complete all as specified and as directed by Engineer-in-Charge.
Demolition of brickwork 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
Demolition of reinforced cement concrete of any description and in any position, not otherwise specifically provided for and removing of debris outside MD land complete all as specified and as directed by Engineer-in-Charge
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in deep for foundation, laying pipes etc or for shaft, walls, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in soft/loose soil all as specified and as directed by Engineer-in-Charge
All as per item No. 4 described here-in-before but depth exceeding 1.50m but not exceeding 3.00m
Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any soil all as specified and as directed by Engineer-in-Charge.
Removing excavated material to a distance not exceeding 50m 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
Demolition of plain cement concrete in ground floors and in plinth protection work not exceeding 15cm thickness and removing of debris outside MD land complete all as specified and as directed by Engineer-in-Charge
Material and labour for plain cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate in foundation filling and mass concrete complete all as specified and directed.
Material and labour for hardcore broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge
Material and labour for cement concrete 1:2:4 type B-2 using 40 mm graded stone aggregate as in 100mm thick flooring, finished even and fair all as specified and as directed.
Material and labour for cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in 100mm thick flooring, finished even and fair all as specified and as directed.
Material and labour 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 0.9 mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge
Steel 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 for rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge
Steel formwork to sides of square/recangular pillars, posts, struts, piers, columns for rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge
Steel formwork to chullah hoods, chajjas, troughs and similar items including edges not exceeding 200mm thick for rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge
Steel formwork to to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge
Material and labour for Reinforced cement concrete of M-30 design mix using 20mm graded stone aggregate as in foundations, footings, bases of columns, plinth beams and similar work complete all as specified and as directed by Engineer-in-Charge
Material and labour for Reinforced cement concrete of M-30 design mix using 20mm graded stone aggregate as in chajja and similar work complete all as specified and as directed by Engineer-in-Charge
Material and labour for Reinforced cement concrete of M-30 design mix using 20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span and similar work complete all as specified and as directed by Engineer-in-Charge
Material and labour for Reinforced cement concrete of M-30 design mix using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts and similar work complete all as specified and as directed by Engineer-in-Charge
Material and labour for brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 m mean radius, built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.
Material and labour for rendering 15mm (10+5) thick cement plaster in two coats with cement mortar 1:4, using factory manufactured pre mix/ready mix of 'Roofit Mix' of M/s Premier Floor to Roof Materials pvt.ltd/ 'Easy plast' of M/s Walplast Products pvt.ltd/ 'Readiplast' of M/s Ultratech Cement Ltd/'Soundplast PMC-1' of M/s Sound buildcare pvt.Ltd/ or other approved equivalent make, having minimum composition of C:S :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, mechanical mixing with water in a metallic tray only to make good consistency as per the specification of the Manufacturer and applied over exterior masonry and concrete surfaces with base coat of 10mm thick and finishing coat of 5mm thick final rendering with water proofing compound @ 3% by weight of cement or as per manufacturer's instructions, including using richer mix for making corners if necessary, at all floors and level, including making grooves of existing size wherever required, including cleaning the surfaces, curing, including fixing only of hard drawn steel wire fabric fixed with nails at the junction of RCC columns/walls/ beams/ lintels and brick masonry at external faces before plastering including scaffolding at any height and all safety materials required for execute work etc complete all as specified and as directed by Engineer-in-Charge. Note: Supply only hard drawn steel wire fabric shall be measured and paid separately
Material and labour for rendering 10mm thick cement plaster in cement mortar 1:6, using factory manufactured pre mix/ready mix of 'Roofit Mix' of M/s Premier Floor to Roof Materials pvt.ltd/ 'Easy plast' of M/s Walplast Products pvt.ltd/ 'Readiplast' of M/s Ultratech Cement Ltd/'Soundplast PMC-1' of M/s Sound buildcare pvt.Ltd/ or other approved equivalent make, having minimum composition of C:S :1:6 using fully treated dry, well graded natural sand conforming to IS 383 suitable for internal plastering, having low rebound properties, low water demand for curing properties, mechanical mixing with water in a metallic tray only to make good consistency as per the specification of the Manufacturer and applied over exterior masonry and concrete surfaces and finishing with sagol finish not less than 1mm thick including cleaning the surfaces, curing, scaffolding at any height and all safety materials required for execute work etc complete all as specified and as directed by Engineer-in-Charge.
Supply only hard drawn steel wire fabric in available size and weight not exceeding 4kg per sqm complete all as specified and as directed by Engineer-in-Charge.
Material and labour for rendering 5 mm thick on ceiling using factory manufactured pre mix/ready mix plaster of 'Roofit Mix' of M/s Premier Floor to Roof Materials Pvt Ltd/'Easy plast' of M/s Walplast Products Pvt Ltd/'Readiplast' of M/s Ultratech Cement Ltd' / Soundp last PMC-1 of M/s Sound build care Pvt Ltd/or other approved equivalent make, having minimum composition of C:S : 1:3 using fully treated dry, well graded natural sand confirming to IS 383 suitable for plastering in ceiling, having low rebound properties, low water demand for curing properties mechanical mixing with water in a metallic tray only to make good consistency as per the specification of the Manufacturer and applied over concrete surfaces and finishing with sagol finish not less than 1mm thick, including cleaning the surfaces, curing etc. complete all as specified and as directed by Engineer-in-Charge .
Material and labour for preparation of newly plastered surfaces of wall and applying two coats of cement based paint complete all as specified and as directed. Make: SUPER SNOWCEM/DURGOCEM/SILVOCEM/AQUACEM
Material and labour for preparation of newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and asdirected
Material and labour for preparation of newly plastered wall surfaces and applying two coats of oil bound distember over a coat of alkali resistant primer etc complete all as specified and asdirected
Material and labour for 1.25mm thick steel rolling shutters, with ball bearing as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer, erected in position as indicated complete gear operated type with chain wheel and hand chain all as specified and as directed. Make: Shree Lakshmi Engg Wks, Bangalore / M/s Darshan Rolling Shurtters, Nasik / M/s Swastik Rolling Shutters, Mumbai / M/s Shalimar Rolling shutters, Mumbai / M/s Shaparia Dock & Steel
Material and labour for Safety lever locks mild steel with 4 levers for rolling shutters all as specified and as directed.
Material and labour for preparing new steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red zinc chrome primer complete all as specified and as directed by Engineer-in-Charge. Make: Asian Paints Ltd - Apcolite/Goodlass Nerolac (Nerolac)/ Berger Paints Ltd - Luxol/Shalimar Paints - Superlac/Jenson Nicholson - Brolac
Providing and erecting 50mm dia adjustable steel props of height upto 5.00m for demolished column portion for holding the existing structure till the new column to be casted including necessary bracing / runners upto capacity 1.00 ton to support the structure provisionally during repair and jacketing etc and maintaining in position till required at site etc complete all as specified and as directed by Engineer-in-Charge.
M/s. JAY JYOTIRLING CONSTRUCTION CO
RAJU ENTERPRISES
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