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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr | L1 | Accepted-AOC Quoted rates are lowest |
| 2 | L2₹3.0 Cr+₹12.8 L (4.43%)Rejected-Finance B 860 SANGAM VIHAR NEW DELHI 1110062 | 111006 | ₹3.0 Cr+₹12.8 L (4.43%) | L2 | Rejected-Finance Quoted rates are higher |
| 3 | L3₹3.1 Cr+₹18.4 L (6.37%)Rejected-Finance | ₹3.1 Cr+₹18.4 L (6.37%) | L3 | Rejected-Finance Quoted rates are higher |
| 4 | L4₹3.2 Cr+₹32.3 L (11.2%)Rejected-Finance NEW PLOT PREM NAGAR JAMMU J K | ₹3.2 Cr+₹32.3 L (11.2%) | L4 | Rejected-Finance Quoted rates are higher |
| 5 | L5₹3.6 Cr+₹73.3 L (25.4%)Rejected-Finance PLOT NO 16 C PHASE III INDUSTRIAL AREA SAULI KHAD DISTT MANDI H P 175001 | MANDI | MANDI | HIMACHAL PRADESH | 175001 | ₹3.6 Cr+₹73.3 L (25.4%) | L5 | Rejected-Finance Quoted rates are higher |
Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
12 Aug 2024, 6:00 pmClosed
Superintending Engineer IIT Mandi Kamand
o/oSuperintending Engineer South campus IIT Mandi Kamand Distt. Mandi HP
Channelization of water channel by construction of gabion cascades, check dams and catch pits at North campus of IIT Mandi.
2024_IITMD_816056_1
IIT Mandi (CW)/SE-1624/2024-25/875-77 Dated 11-07-2024
Open Tender
Civil Works
Item Rate
150 days
North Campus of IIT Mandi
Please refer to NIT
2 documents required · 2 mandatory
₹1,800
The Registrar IIT Mandi
₹8.6 L
5 Nov 2024
12 Jul 2024
14 Aug 2024
12 Jul 2024
12 Aug 2024
12 Jul 2024
12 Jul 2024 - 10 Aug 2024
Amount
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 within all lead and lift as directed by Engineer-incharge. a) All kinds of soil as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
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 within all lead and lift, as directed by Engineer-incharge. a) Hard rock (blasting prohibited) 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) 1:5:10 (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 specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to all level : a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 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 for a) Foundations, footings, bases of columns, etc. for mass concrete 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 for a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 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 for a) Suspended floors, roofs, landings, balconies and access platform 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 all 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.
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement a) All works upto plinth level i) Concrete of M25 grade with minimum cement content of 330 kg /cum as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete a) All works above plinth level upto floor V level i) Concrete of M25 grade with minimum cement content of 330 kg /cum as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Add for using extra cement in the items of design mix over and above the specified cement content therein as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
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 : 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.
Providing & making Gabion structure with Mechanically Woven DoubleTwisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
A/R Providing and laying hard stone filing/soling including carriage of material 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 all level : a) 1:2:4 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Dry stone pitching 22.5cm thick including supply of stones and preparing surface smooth as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
M/s M. J. INFRATECH CO.
ASHOK CHAUHAN AND COMPANY
tilk singh
M/s Vijay Kapoor Construction
MSC Roads And Bridges Private Limited
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