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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC SIVAJYOTHI ENGOLIPARAMBU KARANTHUR 673571 | KOZHIKODE | KERALA | 673571 | L1 | Accepted-AOC L1 contractor | |
| 2 | L2₹13.1 L+₹56.31 (<0.01%)Rejected-Finance PULLIYIL PARAMMA THODY HOUSE MELMURI PO MALAPPURAM 676517 | MALAPPURAM | KERALA | 676517 | L2 | Rejected-Finance Not L1 Contractor | |
| 3 | L3₹13.3 L+₹21,380 (1.63%)Rejected-Finance | L3 | Rejected-Finance Not L1 Contractor | |
| 4 | L4₹13.5 L+₹35,917.18 (2.74%)Rejected-Finance G 180 GAMA 2 GAUTAM BUDDHA NAGAR GREATER NOIDA 201308 | 201308 | L4 | Rejected-Finance Not L1 Contractor | |
| 5 | L5₹13.5 L+₹39,140 (2.98%)Rejected-Finance | L5 | Rejected-Finance Not L1 Contractor |
Tender Value
₹13.9 L
EMD Value
₹28,100
Closing Date
8 Apr 2024, 6:00 pmClosed
Director
NIT Calicut, NIT Calicut Campus PO, Kerala, 673601
Providing a pipeline for kitchen waste to the newly constructed tank at Mega Boys Hostel - 2
2024_NITC_801385_1
Engg/D1/315/2023-24
Open Tender
Civil Works
Item Rate
60 days
NIT Calicut, NIT Calicut Campus PO, 673601
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹28,100
Yes
17 May 2024
18 Mar 2024
11 Apr 2024
18 Mar 2024
8 Apr 2024
18 Mar 2024
Amount
EARTH WORK
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
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 :
1:1½:3 (1 Cement:1½coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 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)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete.
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.
MASONRY WORK
Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size for superstructure above plinth level up to floor two level including all cost of materials, labour charges etc..
Cement Mortar 1:6 (1 cement : 6 coarse sand).
FINISHING
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade:
Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
Dismantling and Demolishing
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 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
Dismantling 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 :
bituminous road
Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge:
Up to 150mm diameter
WATER SUPPLY
Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
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)
Providing and fixing Polyvinyl Chloride (PVC) pipes, including all PVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
200mm dia (6kg/cm2)
90mm nominal dia Pipes(10kg/cm2)
DRAINAGE
Supplying and fixing C.I. cover without frame for manholes:
455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg
Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge:
Rectangular manhole 120x90 cm and 90 cm deep
WATER PROOFING
Providing and laying water proofing treatment over the concrete surface by applying cement based two component polymer modified water proofing slurry coating coating (SIKA 109 TOP seal or equivalent) after cleaning the surface free from scale, rust, grease, oil etc. preparing the surface to be true and flat and saturated mixing the liquid (A) and powder (B) components in the ratio 1:4 by weight, applying in two coats with an interval of 2 to 6 hours for hardening in between and finally finished by rubbing down with a soft, dry sponge including protecting the applied surface from direct sunlight and storng wind and curing by gunny bags or polythene sheeting upto 5 days etc. complete.
SIRAJUDHEEN P.P.
RAJENDRA PRASAD B
BIDP INDIA PRIVATE LIMITED
MUHAMMED HANEEFA PY
E K IBRAHIMKUTTY
SHOUKATHALI U
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