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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC V P O KATAULA TEHSIL SADAR DISTT MANDI 175005 | MANDI | MANDI | HIMACHAL PRADESH | 175005 | ₹7.0 L | L1 | Accepted-AOC Quoted rates are lowest |
| 2 | L2₹7.1 L+₹15,768.78 (2.26%)Rejected-Finance H NO 54 8 DARMYANA MUHALLA DISTT MANDI 1750051 | MANDI | MANDI | HIMACHAL PRADESH | 175005 | ₹7.1 L+₹15,768.78 (2.26%) | L2 | Rejected-Finance Quoted rates are higher. |
Tender Value
₹7.9 L
EMD Value
₹15,759
Closing Date
20 Oct 2022, 3:00 pmClosed
Superintending Engineer IIT Mandi Kamand
O/o Superintending Engineer IIT Mandi Kamand Distt. Mandi HP -175075
Re-Tender for Covering of sides of SBR Tank of STP 450 KLD and construction of road leading to STP upto Arnehar road at North Campus of IIT Mandi.
2022_IITMD_706655_2
IIT Mandi (CW)/SE-1277/2022-23/3391-93 dt.12.08.22
Open Tender
Civil Works
Item Rate
30 days
North Campus of IIT Mandi
Please refer to NIT
2 documents required · 2 mandatory
₹1,180
The Registrar IIT Mandi
₹15,759
4 Feb 2023
6 Oct 2022
21 Oct 2022
6 Oct 2022
20 Oct 2022
6 Oct 2022
6 Oct 2022 - 19 Oct 2022
Amount
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 as per entire satisfaction and direction of Engineer -in-charge including carriage of material in all lead and lift.
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) as per entire satisfaction and direction of Engineer -in-charge including carriage of material in all lead and lift.
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns as per entire satisfaction and direction of Engineer -in-charge including carriage of material in all lead and lift.
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) as per entire satisfaction and direction of Engineer -in-charge including carriage of material in all lead and lift.
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. as per entire satisfaction and direction of Engineer -in-charge including carriage of material in all lead and lift.
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 andbolted with special shaped washers etc. complete. Hot finished welded type tubes as per entire satisfaction and direction of Engineer -in-charge including carriage of material in all lead and lift.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work as per entire satisfaction and direction of Engineer -in-charge including carriage of material in all lead and lift.
Providing and fixing pre coated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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. as per entire satisfaction and direction of Engineer -in-charge including carriage of material in all lead and lift.
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material in all lead and lift.
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) as per entire satisfaction and direction of Engineer -in-charge including carriage of material in all lead and lift.
Mansih Kapoor
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