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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.6 LAccepted-AOC H NO 54 8 DARMYANA MUHALLA DISTT MANDI 1750051 | MANDI | MANDI | HIMACHAL PRADESH | 175005 | L1 | Accepted-AOC Quoted amount is within estimated and justified cost. | |
| 2 | L2₹42.1 L+₹3.5 L (9.21%)Rejected-Finance | L2 | Rejected-Finance Quoted rate is higher than L1. | |
| 3 | L3₹54.7 L+₹16.1 L (41.8%)Rejected-Finance | L3 | Rejected-Finance Quoted rate is higher than L1. |
Tender Value
₹48.8 L
EMD Value
₹97,666
Closing Date
3 Feb 2020, 3:00 pmClosed
Superintending Engineer
O/o Superintending Engineer, IIT Mandi Kamand(H.P) 175075
Construction of footpath along Navlay road from Canteen to OAT at South Campus of IIT Mandi.
2020_IITMD_535845_1
IITMandi(CW) /SE-1089/2019-20/13267-69 dt.13-01-20
Open Tender
Civil Works
Item Rate
150 days
South campus of IIT Mandi
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
The Registrar,IIT Mandi
₹97,666
O/o Construction wing(South campus),IIT Mandi
26 Feb 2020
14 Jan 2020
4 Feb 2020
14 Jan 2020
3 Feb 2020
14 Jan 2020
14 Jan 2020 - 29 Jan 2020
24 Jan 2020
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 within all lead and lift.All kinds of soil as per entire satisfaction and direction of Engineer -in-charge.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within all lead and lift : All kinds of soil.Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia as per entire satisfaction and direction of Engineer -in-charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 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 all heights : 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 all heights : 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.
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 line 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 laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
Providing and laying hard stone boulder filing/soling back side of retaining wall and breast wall including carriage of material with in all lead & lift as per entire satisfaction and direction of Engineer - in - charge.
Providing and laying in position plum concrete with hard stones boulders in Retaining wall etc upto all height and level,size and shape etc with cement concrete with mix (1:3:6)1 cement,3 Coarse sand,6 graded stone aggregate 40mm nominal size using maximun 40% hard stone boulders in plum concrete as per direction and entire satisfaction of Engineering-in-charge including carriage of material within all lead and lift(excluding the cost of centering and shuttering).
Providing and fixing 110mm dia Unplasticized rigid PVC pipe of required size for weep holes in plum concrete walls including cutting,placing and fixing in required slope all complete as per entire satisfaction and direction of Engineer -in-charge including carriage of material within all lead and lift.
JAI SINGH
ShyamKripa Construction And Supplier
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