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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-AOC H NO 104 WARD 2 PURANI MANDI HP 175001 | MANDI | HIMACHAL PRADESH | 175001 | ₹14.6 L | L1 | Accepted-AOC Quoted rates are lowest |
| 2 | L2₹14.9 L+₹29,081 (1.99%)Rejected-Finance H NO 54 8 DARMYANA MUHALLA DISTT MANDI 1750051 | MANDI | MANDI | HIMACHAL PRADESH | 175005 | ₹14.9 L+₹29,081 (1.99%) | L2 | Rejected-Finance Quoted rates are higher |
| 3 | Not Admitted-Fee/PreQual/Technical 1ST FLOOR VPO BALH JOLLY TEH JOGINDER NAGAR DISTT MANDI HP 175015 | MANDI | HIMACHAL PRADESH | 175015 | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | Mansih Kapoor L2 | BHANU PRATAP SHARMA L1 |
|---|---|---|---|---|---|
| 1.00 | 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 within all lead and lift as directed by Engineer-in-Charge:
a) All kinds of soil as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 761.77 | Sqm | 170 ₹1,29,500.9 | 110 ₹83,794.7 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 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 within all lead and lift. | 63.98 | Cum | 3,650 ₹2,33,527 Lowest | 5,000 ₹3,19,900 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 16.47 | Cum | 4,880 ₹80,373.6 Lowest | 6,200 ₹1,02,114 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
a) Foundations, footings, bases for columns or mass concrete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 92.02 | Sqm | 300 ₹27,606 | 200 ₹18,404 Lowest |
| 5.00 | 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 :
a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 8.17 | Cum | 7,000 ₹57,190 Lowest | 7,500 ₹61,275 |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
a) Thermo-Mechanically Treated bars of grade Fe-500D or more as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 529.87 | Kg | 88 ₹46,628.56 Lowest | 99 ₹52,457.13 |
| 7.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
a) Cement mortar 1:6 (1 cement : 6 coarse sand) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 5.29 | Cum | 8,800 ₹46,552 | 6,500 ₹34,385 Lowest |
| 8.00 | 12 mm cement plaster of mix :
a) 1:6 (1 cement: 6 fine sand) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 35 | Sqm | 250 ₹8,750 Lowest | 310 ₹10,850 |
| 9.00 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
a) 110 mm diameter as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 40 | RM | 300 ₹12,000 Lowest | 300 ₹12,000 Lowest |
| 10.00 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
a) Coupler
i) 110mm as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift. | 4 | Nos | 250 ₹1,000 | 120 ₹480 Lowest |
Tender Value
₹18.3 L
EMD Value
₹36,591
Closing Date
13 Jun 2025, 6:00 pmClosed
Superintending Engineer IIT Mandi Kamand
O/o Superintending Engineer IIT Mandi South Campus at Kamand HP-175075
Construction of footpath from A11- A16 and Aluminium work at sports complex North campus of the IIT Mandi
2025_IITMD_861109_1
IIT Mandi (CW)/SE-1740/2025-26/429-31 dated 21-05-2025
Open Tender
Civil Works
Item Rate
45 days
North Campus of IIT Mandi
Please refer to NIT
2 documents required · 2 mandatory
₹1,180
The Registrar IIT Mandi
₹36,591
8 Sept 2025
22 May 2025
16 Jun 2025
22 May 2025
13 Jun 2025
22 May 2025
22 May 2025 - 12 Jun 2025
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 within all lead and lift as directed by Engineer-in-Charge: a) All kinds of soil as per entire satisfaction and direction of Engineer -in-charge including carriage of material within 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 : a) 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 within 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 : a) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Centering and shuttering including strutting, propping etc. and removal of form work for : a) Foundations, footings, bases for columns or mass concrete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within 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 : a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within 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. a) Thermo-Mechanically Treated bars of grade Fe-500D or more as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:6 (1 cement : 6 coarse sand) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
12 mm cement plaster of mix : a) 1:6 (1 cement: 6 fine sand) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. a) 110 mm diameter as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. a) Coupler i) 110mm as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. a) Bend 87.5° i) 110mm bend as per entire satisfaction and direction of Engineer -in-charge including carriage of material within 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. a) 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 within all lead and lift.
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within all lead as per direction of Engineer-in-charge. a) In cement mortar as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and laying 60mm thick factory 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 fine sand etc. all complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : a) For fixed portion i) Powder coated aluminium (minimum thickness of powder coating 50 micron) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). a) Powder coated aluminium (minimum thickness of powder coating 50 micron) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. a) Pre-laminated particle board with decorative lamination on both sides as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
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): a) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within 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 and bolted with special shaped washers etc. complete. a) Hot finished welded type tubes as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main ’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x 28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size (24x24x3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calcium silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening “for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all T sections shall be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm. The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity <0.043 w/mK as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. a) Two coats as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Supplying and installation of moisture resistant/fire resistant cement board as per standard sizes fixed with self-drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm. a) Cement Bonded particle board 8 mm thick (Termite, Fire & Moisture Resistance), as per IS:14276 : 1995 as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and fixing Powder coated aluminium handles, ISI marked, (minimum thickness of powder coating 50 micron) with necessary screws etc. 200mm complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and fixing Roller set for Sliding door, ISI marked, with necessary screws etc. complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Mansih Kapoor (BID ID -3227708)
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