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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-Finance | L1 | Accepted-Finance Quoted Lowest rate | |
| 2 | L2₹14.3 L+₹1.9 L (15.7%)Rejected-Finance | L2 | Rejected-Finance Quoted highest rate | |
| 3 | L3₹14.3 L+₹2.0 L (15.8%)Rejected-Finance | L3 | Rejected-Finance Quoted highest rate | |
| 4 | Rejected-Technical | - | Rejected-Technical not fulfilling the criteria for technical bid hence rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical not fulfilling the criteria for technical bid hence rejected |
Tender Value
₹15.2 L
EMD Value
₹30,000
Closing Date
29 Jul 2022, 4:00 pmClosed
The Directo, ICAR-CICR,Nagpur
ICAR-CICR, Nagpur
As per tender documents
2022_DARE_699631_2
02/ME Cell/Repairand renovation Godown SCSP Projec
Open Tender
Miscellaneous Services
Works
30 days
ICAR-CICR
As per tender documents
2 documents required · 2 mandatory
₹0
₹30,000
Yes
12 Oct 2022
9 Jul 2022
1 Aug 2022
9 Jul 2022
29 Jul 2022
9 Jul 2022
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (earth work of path way and internal area of godown)
PCC- Concrete of M10 grade with minimum cement content of 220 kg /cum (On Path Way)
Centering and shuttering including strutting, propping etc. and removalof form work for
Providing and laying in position specified grade of reinforced cement concrete, excludingthe 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): 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars.
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:4 (1 cement : 4 coarse sand)
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlockedtogether through their entire length and jointed together at the end by end locks, mounted on speciallydesigned pipe shaft with brackets, side guides and arrangements for inside and outside locking withpush and pull operation complete, including the cost of providing and fixing necessary 27.5 cm longwire 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.
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
White washing with lime to give an even shade :
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under,including cutting the patch in proper shape, raking out joints and preparing and plastering thesurface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
Demolishing cement concrete manually/ by mechanical means including disposal of 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.
Supplying and stacking at site 90 mm to 45 mm size stone aggregate (ROAD WORK)
Supplying and stacking at site 53 mm to 22.4 mm size stone aggregate (ROAD WORK)
Supplying and stacking at site Moorum (ROAD WORK)
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. (ROAD WORK)
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (ROAD WORK)
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm). (ALUMINIUM WORK)
Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilientacrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric aterproofing liquid (dry film thickness of ompleteapplication/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.(WATER PROOFING)
DINESH GOPALDAS MANTRI
RITUJ CONSTRUCTION
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