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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹28.6 LAccepted-AOC | H1 | Accepted-AOC 1st Highest | |
| 2 | H2₹23.1 L−₹5.4 L (19.0%)Rejected-Finance | H2 | Rejected-Finance 2nd Highest | |
| 3 | H3₹22.6 L−₹5.9 L (20.8%)Rejected-Finance | H3 | Rejected-Finance 3rd Highest | |
| 4 | Rejected-Technical | - | Rejected-Technical Credential not match as per NIA |
Tender Value
Refer Docs
EMD Value
₹25,000
Closing Date
18 May 2022, 1:00 pmClosed
Executive Engineer, PWD, Kolkata South Health Divn
KIT Building, 2nd Floor, P-16, India Exchange Place Extension, Kolkata-700073
Auction Sale of Unserviceable Materials against demolition of existing o/o District Collectorate Bldg and o/o District Welfare Officer, Backward Classes Welfare, Kol at 1, Harish Mukherjee Road, opposite of SSKM Emergency_new Cancer bldg_IPGMER_SSKMH
2022_WBPWD_378214_1
WBPWD/KSHD/EE/NIA-01 OF 2022-2023
Auction
CIVIL WORKS
Item Rate
45 days
SSKM Hospital
Please refer Tender documents.
5 documents required · 5 mandatory
₹25,000
6 Jul 2022
26 Apr 2022
20 May 2022
2 May 2022
18 May 2022
2 May 2022
Amount
Existing Office of The District Collectorate buildintg, Kolkata (Part-A) Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, i) Dismantled Useable Bricks
ii) Dismantled Remaining Bricks (Which are partly to be use as Brick Bats
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. i) Dismantled Useable Bricks
ii) Dismantled Remaining Bricks (Which are partly to be use as Brick Bats
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking andbending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (e) Sal : Malayasian
Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (i) 50mm thick shutters with 25mm thick panel of size 30 to 45 cm (b) Ordinary teak wood.
(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
Glazed shutters of doors, windows, fan light, clerestory windows etc. as per design (with ordinary glass of 7.4kg./sq.m. 3mm. Thick) fitted with putty bed and teak wood bead and nails including fitting and fixing shutter in position In ground floor. (i) 40mm thick shutters. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak
Venetian shutters of doors and windows as per design with valves fixed to valve and rod with plated hooks including cost of plated hooks and fitting, fixing shutters in position but excluding the cost of hinges and other fittings. In ground floor: (ii) 35mm thick shutters with 12mm thick panel. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
Supplying fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc complete (excluding the cost of battens). In ground floor. (a) 50mm x 25mm x 2.7mm x 2.7mm.
(A) Wood work in posts, post plates, rafters, battens, truss members, purlins etc. fitted and fixed complete (e) Sal : local
Supplying, fitting & fixing of Aluminium fixed partion wall of all aluminium sections viz top, bottom and side member, intermediate member, glazing clip made of Aluminium Alloy Extrusions conforming to IS: 733-1983 and IS: 1285-1975, annodized conforming to IS:1868- 1983, fitted with all other accessories viz. EPDM gusket,cleat, angle screws etc. including labour charges for fitting and fixing of aluminium fixed partition wall with glass / panel board all complete as per architectural drawings and direction of Engineer-in-charge. b) For unsupported length of vertical member above 1.50m. height of both ends of vertical member restrained but panel above 0.90 sqm
M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. i) For trusses spanning up to 12.00 m
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m gr. floor
1st floor
(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
Grill weighing above 16 Kg./sq. mtr.
Supply of G. I. pipes of TATA make including necessary sockets (a) 15 mm dia. (ii) Medium quality
20 mm dia. (ii) Medium quality
25 mm dia. (ii) Medium quality
Supplying G.I. tank with Galvanised iron sheet with 450 mm dia C.I. Raised approved type locking cover and 50 mm cleaning flange and plug. (a) With 2 mm thick G.I. Sheet (i) 1812 litre capacity
Existing Office of the District Welfare Officer, Backward Classes Welfare, Kolkata (Part-B) Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, i) Dismantled Useable Bricks
ii) Dismantled Remaining Bricks (Which are partly to be use as Brick Bats
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. i) Dismantled Useable Bricks
ii) Dismantled Remaining Bricks (Which are partly to be use as Brick Bats
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking andbending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL
Glazed shutters of doors, windows, fan light, clerestory windows etc. as per design (with ordinary glass of 7.4kg./sq.m. 3mm. Thick) fitted with putty bed and teak wood bead and nails including fitting and fixing shutter in position In ground floor. (i) 40mm thick shutters. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak
Venetian shutters of doors and windows as per design with valves fixed to valve and rod with plated hooks including cost of plated hooks and fitting, fixing shutters in position but excluding the cost of hinges and other fittings. In ground floor: (ii) 35mm thick shutters with 12mm thick panel. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (e) Sal : Malayasian
M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. i) For trusses spanning up to 12.00 m
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m gr. floor
1st floor
(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete.
Supply of G. I. pipes of TATA make including necessary sockets (a) 15 mm dia. (ii) Medium quality
20 mm dia. (ii) Medium quality
25 mm dia. (ii) Medium quality
Supplying G.I. tank with Galvanised iron sheet with 450 mm dia C.I. Raised approved type locking cover and 50 mm cleaning flange and plug. (a) With 2 mm thick G.I. Sheet (i) 1812 litre capacity
ROYAL STEEL INDIA
TRISHUL ENTERPRISE
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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