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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC L1 ACCEPTED | |
| 2 | L2₹3.7 L+₹41,302.20 (12.6%)Rejected-AOC | L2 | Rejected-AOC L2 REJECTED | |
| 3 | L3₹4.6 L+₹1.3 L (39.4%)Rejected-AOC KERALA INDIA 682030 | ERNAKULAM | KERALA | 682030 | L3 | Rejected-AOC L3 REJECTED |
Tender Value
Refer Docs
EMD Value
₹8,480
Closing Date
21 Jun 2023, 11:00 amClosed
MANAGING DIRECTOR
KSDP LTD, KALAVOOR P.O ALAPPUZHA
CONSTRUCTION OF PASSAGE FROM MAIN STORE TO CARTON STORE
2023_ksdp_579845_1
KSDP/PRJ/CIVIL/SCS/08/23-24/44
Open Tender
Civil Works - Others
Item Rate
45 days
KSDP LTD, KALAVOOR P.O ALAPPUZHA
AS PER TENDER DETAILS
8 documents required · 8 mandatory
₹802
₹8,480
19 Aug 2023
3 Jun 2023
22 Jun 2023
3 Jun 2023
21 Jun 2023
3 Jun 2023
3 Jun 2023 - 21 Jun 2023
CONSTRUCTION OF PASSAGE FROM MAIN STORE TO CARTON STORE
Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge
Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. In cement mortar
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
Solid block masonry using precast solid blocks (factory made) of size 30x20x20cm or nearest available size conforming to IS 2185 part1 of 1979 for foundation and plinth with 20cm and above in CM 1:6 (1 cement:6 coarse sand)etc. including all labour charges, hire of tools and plants etc. complete as directed by officers concerned.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work
Fixing precoated galvanised iron profile sheets which is supplied/provided by KSDP. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m2
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
Providing and fixing ball bearing for rolling shutters.
Bineesh Kumar
varadan
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