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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.6 LAccepted-Finance | ₹24.6 L | L1 | Accepted-Finance Qualify |
| 2 | L2₹26.5 LAccepted-Finance | ₹26.5 L | L2 | Accepted-Finance Qualify |
| 3 | L3₹27.6 LAccepted-Finance | ₹27.6 L | L3 | Accepted-Finance Qualify |
Tender Value
₹19.5 L
EMD Value
₹40,000
Closing Date
25 Jan 2021, 9:00 amClosed
Chief Executive Officer
Office of the Cantonment Board, Jalandhar Cantt, Jalandhar, Punjab-144005
e-Tender for the work of construction of the boundary wall, fencing, pathways and M.S. Fabricated sheds for the material recovery facility area and S.W.M. plant at Lal Diggi, Jalandhar Cantt.
2021_DGDE_607080_1
JCB/Engg/SWM/1271/C dtd 30.12.2020
Open Tender
Construction Works
90 days
Jalandhar Cantt
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
Ex Officer, Cantt Board
₹40,000
5 Feb 2021
4 Jan 2021
27 Jan 2021
4 Jan 2021
25 Jan 2021
6 Jan 2021
Amount
Excavation in foundation trenches n.exc. 1.5 mtr. In depth & getting out (soft soil)
M&L Cement Concrete in foundations, filling and Concrete (Type E(2) 1:5:10 (40 mm graded aggregates)
M&L form work for the RCC footings/foundations with fair finishes
M&L form work for the RCC columns/pillars with fair finishes
M&L form work for the RCC Tie beams/bressumers with fair finishes
M&L RCC (1:2:4) 12.5 mm Type B-0 in foundations/footings
M&L RCC (1:2:4) 12.5 mm Type B-0 in columns, pillars, posts, piers & struts
M&L RCC (1:2:4) 12.5 mm Type B-0 in beams
M&L Brick work (1:4) with sub class-B Bricks in foundations & in super-structure
Returning filling of the soils including spreading, leveling, watering & well ramming
M&L form work for the C.Conc. coping with fair finishes
M&L C.Conc. coping (Type B-0) 1:2:4 (12.5 mm graded aggregates)
M&L Mild steel bars 10 mm dia. & over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with & including mild steel wire (annealed) not less than 0.9 mm dia. or securing with clips
M&L Rendering (1:4) 15 mm th. (Finished even & smooth)
Forming square grooves in plaster n.exc. 12 mm deep & n.exc. 15 mm on face for coping, Tie beams, RCC columns
M&L M.S. Fabricated works with welded attachments for the Swan Necks ISA 50x50x6 for the fencing including, cutting tops to shape as directed, drilling holes, notching for wire etc.
M&L Galvanized 2-strand, steel barbed wire 2.24 mm dia. Barbed with 2 mm dia. Barbs at 75 mm spacing & straining & fixing
Supplying, laying & fixing of Galvanized punched tape concentina coil, complete having galvanized spring steel core wire 2.5 mm dia. Cold drawn steel, galvanized punched of low carbon steel having series of sharp barbs uniformly punched along its length 550 nos., barbs on periphery per revolution, on steel spring Core wire weight 9.20 Kg each coil.
Excavation in foundation trenches n.exc. 1.5 mtr. In depth & getting out (soft soil)
M&L Cement Concrete in foundations, filling and Concrete (Type E(2) 1:5:10 (40 mm graded aggregates)
M&L Brick work (1:4) with sub class-B Bricks in foundations & in super-structure
M&L RCC (1:2:4) 12.5 mm Type B-0 in columns, pillars, posts, piers & struts
M&L Rendering (1:4) 15 mm th. (Finished even & smooth)
M&L M.S. fabricated work in gates of angels, sheets & braces
M&L Mild steel bars 10 mm dia. & over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with & including mild steel wire (annealed) not less than 0.9 mm dia. or securing with clips
M&L point wiring for the electric points for the gate pillars
Surface excavation n.exc. 30 cm deep and averaging 15 cm deep & getting out cm deep (Hard/dense soil)
Surface dressing n.exc. 15 cm deep (Hard/dense soil)
M&L Cement Concrete in foundations, filling and Concrete (Type E(2) 1:5:10 (40 mm graded aggregates)
M&L C.Conc. (Type B-0) 1:2:4 (12.5 mm graded aggregates) 70 mm th.
Form work to the sides of the c.conc.
Surface excavation n.exc. 30 cm deep and averaging 15 cm deep & getting out cm deep (Hard/dense soil)
Surface dressing n.exc. 15 cm deep (Hard/dense soil)
M&L Cement Concrete in foundations, filling and Concrete (Type E(2) 1:5:10 (40 mm graded aggregates)
M&L C.Conc. (Type B-0) 1:2:4 (12.5 mm graded aggregates) 100 mm th.
Form work to the joints of the c.conc. floors
M&L Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50 mm th. of any colour having tensile strength of 550 Mpa as in roof coverings/cladding fixed with self tapping screws as specified.
M&L M.S. fabricated works with M.S. Hollow pipies 100 mm x 100 mm x 2 mm
Excavation in foundation trenches n.exc. 1.5 mtr. In depth & getting out (soft soil)
Removal of the excavated Earth/spoils
M&L Cement Concrete in foundations, filling and Concrete (Type E(2) 1:5:10 (40 mm graded aggregates)
M&L C.conc. (1:2:4)Type B-2 in foundations/mass concrete
sachinjain
m/s harendra kumar
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