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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | L1 | Accepted-AOC being L1 | |
| 2 | L2₹5.1 L+₹78,105 (18.3%)Rejected-AOC BLDG NO XI 74 NEAR VALLARAM KULLANGARA TEMPLE KUNHIMANGALAM KOVVAPPURAM PO KANNUR DIST KERALA 670309 | KANNUR | KERALA | 670309 | L2 | Rejected-AOC being L2 | |
| 3 | L3₹6.0 L+₹1.7 L (40.8%)Rejected-AOC | L3 | Rejected-AOC being L3 |
Tender Value
Refer Docs
EMD Value
₹9,200
Closing Date
14 Sept 2021, 6:00 pmClosed
AGE (I) Cannanore
AGE (I) Cannanore HQ Hospital Kannur PO Kannur
Provn of car parking shed with hard standing for officers of DSC Records, Kannur and Provn of 150Nos cover slab for manhole and open area drainage at DSC Centre, Kannur under AGE (I) Cannanore.
2021_MES_468754_1
8137
Open Tender
Civil Works
Item Rate
120 days
Cannanore
Class E category a(I)
8 documents required · 8 mandatory
₹300
Yes
AGE (I) Cannanore
₹9,200
Yes
27 Oct 2021
17 Aug 2021
20 Sept 2021
18 Aug 2021
14 Sept 2021
31 Aug 2021
Amount
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard/dense soil all as specified and directed.
Removing excavated materials (soil) n.exc, 50 m and depositing where directed at a level n.exe 1.5 m above the starting point all as specified and directed
Excavating in post holes each n.exc 0.50 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25 cm in hard dense soil and making good the surface all as specified and directed.
Excavating in trenches n.exc. 1.5m wide and n.exc. 1.5m in depth for laying of UG cable, pipe, pole, stay etc and n exc 10sqm on plan and getting out in hard/dense soil all as specified and directed.
Returning and filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soil obtained from excavation all as directed
M&L PCC 1:4:8, Type D2 (using 40mm graded stone aggregate) as in foundation, filling mass concrete etc. all as specified and directed.
M&L for providing pre-cast cement concrete block masonry with solid blocks, exc.10cm in width with PCC (1:3:6), type C1, using 20mm graded stone aggregate and set in cement mortar (1:6) complete all as specified and directed.
M&L for structural steel work in tubular trusses including special shaped washer, two coats of synthetic enamel paint over a coat of primer etc, complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade st-240 all as specified and directed.
M&L for rendering 15mm thick in cement mortar (1:4) on fair faces of brick or concrete surfaces, finished even and smooth without using extra cement all as specified and directed .
M&L for MS plates (plane or chequered) channels, square cut notched (ordinary or counter sunk) forming holes without any attachment conf to Fe 410W, Gd E-250, quality A all as specified and directed.
M&L for hard core of guage n.exc 63mm broken stone or boulders, deposited, spread and levelled in layers n.exc 15cm thick watered and rammed to a true surface all as specified and directed
M&L 100mm thick PCC (1:2:4) type B2 (using 40 mm graded stone aggregate) as in pavings or path and finished the surface with spike rolling making impressions of expanded metal whilst the concrete is green including necessary form work complete all as specified and directed .
M&L for forming expansion joints filled with pre formed bitumenous filler complete all as specified and directed .
S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as per manufacturers instructions as directed.
M&L for preparation of new plastered surfaces and applying 2 coat of cement base paint over a coat of primer on walls surfaces all as specified and directed.
M&L for preparation of new steel surfaces of any description, not otherwise described exc 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of pink primer all as specified and directed.
M & L for cement concrete (1:2:4), type B1 (using 20 mm graded stone aggregate) as in coping etc including form work all as specified and directed.
M&L 75mm thick PCC 1:3:6 Type C2 (using 40mm graded stone aggregate) as in plinth protection including necessary form works finished the surface even and fair without using extra cement all as specified and directed.
M&L for Pre-cast RCC (1:2:4) type B1 using 20mm graded stone aggregate as in manhole/drain cover slab etc; set in cement mortar (1:6) all as specified and directed. Note: Reinforcement shall be measured and paid seperatly.
S&F TMT bars 10mm dia and over as in reinforcement, 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 0.90 mm dia or securing with clips all as specified and directed.
RS ENTERPRISES
LAKSHMI BUILDERS
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