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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.0 LAccepted-AOC | ₹32.0 L | L1 | Accepted-AOC L1 Contractor |
| 2 | L2₹33.9 L+₹1.8 L (5.78%)Rejected-AOC | ₹33.9 L+₹1.8 L (5.78%) | L2 | Rejected-AOC Not L1 Contractor |
| 3 | L3₹34.0 L+₹2.0 L (6.22%)Rejected-AOC | ₹34.0 L+₹2.0 L (6.22%) | L3 | Rejected-AOC Not L1 Contractor |
| 4 | L4₹34.2 L+₹2.2 L (6.78%)Rejected-AOC DEVOM KADAVATH POLLAPOIL KODAKKAD PO KASARGOD KERALA 671310 | KASARAGOD | KERALA | 671310 | ₹34.2 L+₹2.2 L (6.78%) | L4 | Rejected-AOC Not L1 Contractor |
| 5 | L5₹34.9 L+₹2.9 L (9.18%)Rejected-AOC PULLIYIL PARAMMA THODY HOUSE MELMURI PO MALAPPURAM 676517 | MALAPPURAM | KERALA | 676517 | ₹34.9 L+₹2.9 L (9.18%) | L5 | Rejected-AOC Not L1 Contractor |
Tender Value
₹41.3 L
EMD Value
₹83,000
Closing Date
1 Apr 2024, 6:00 pmClosed
Director
NIT Calicut, NIT Calicut Campus PO, Kerala, 673601
Provision of covered walkway from MBH II Main gate to MBH II and interlocked walkway in front of food court
2024_NITC_799432_1
Engg/D1/301/2023-24
Open Tender
Civil Works
Item Rate
90 days
NIT Calicut, NIT Calicut Campus PO, 673601
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹83,000
Yes
3 Oct 2024
7 Mar 2024
3 Apr 2024
7 Mar 2024
1 Apr 2024
7 Mar 2024
Amount
EARTH WORK
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil
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 getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
CEMENT CONCRETE (CAST IN SITU)
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns
Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete.
1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
REINFORCED CEMENT CONCRETE
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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
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.
STONE WORK
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
STEEL WORK
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
GI Tubular TATA or equvalent
ROOFING
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) 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 square type UPVC gutter with necessary clamps, bolts, nuts and specials such as nozzles sockets stoppers etc. including cost and conveyance of all materials and labour charges etc. complete as per the instructions of the dept. officers
200mm or equivalent Square type UPVC
Extra for bending of precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm and fixing on existing GI tubular frames.
FINISHING
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
20 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand):
Flush/ Ruled pointing
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
On steel work
ROAD WORK
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour &pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
WATER SUPPLY
Providing and fixing Polyvinyl Chloride (PVC) pipes, including all PVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall
110 mm nominal dia Pipes (4kg/cm2)
MoRTH
MoRTH OD 55.30 Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
BETHLAHEM CONSTRUCTIONS
Ansar Ahmed
Jayakumar V V
SIRAJUDHEEN P.P.
E K IBRAHIMKUTTY
R SAJI KUMAR
SHOUKATHALI U
MUHAMMED HANEEFA PY
RAJENDRA PRASAD B
CIS GLOBAL INFRATECH PVT LTD
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