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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.5 CrAccepted-AOC | ₹88.5 Cr Quoted ₹91.9 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹95.6 Cr+₹3.7 Cr (4.05%)Rejected-Finance SF NO 454 RAGHUPATHYNAICKENPALAYAM RAILWAY COLONY POONDURAI MAIN ROAD ERODE | ERODE | ERODE | TAMIL NADU | ₹95.6 Cr+₹3.7 Cr (4.05%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
| 3 | Not Admitted-Fee/PreQual/Technical 102 SUBHASH ROAD HERITAGE HEIGHTS DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | - | Not Admitted-Fee/PreQual/Technical Others-Physical Document not submitted by the contractor. |
| 4 | Rejected-Technical SAKTHI MAHAL 63 PERUNDURAI ROAD ERODE 638011 | ERODE | ERODE | TAMIL NADU | 638011 | - | - | Rejected-Technical Non Technically Qualified |
| 5 | Not Admitted-Fee/PreQual/Technical D NO 65 3 710 JAWAHAR NAGAR VISAKHAPATNAM ANDHRA PRADESH 530011 EX SERVICEMEN COLONY SRIHARIPURAM GNT ROAD VISAKHAPATNAM ANDHRA PRADESH 530011 UDYAM AP 10 0053165 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | - | - | Not Admitted-Fee/PreQual/Technical Others-Physical Document not submitted by the contractor. |
Tender Value
₹88.7 Cr
EMD Value
₹1.1 Cr
Closing Date
4 May 2023, 5:00 pmClosed
General Manager(Garhwal)
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, 403/1 Indira Nagar, Dehradun
CONSTRUCTION OF 500 BEDDED WARDS FOR DOON MEDICAL COLLEGE AND HOSPITAL, DEHRADUN
2023_MDPEY_56989_1
1390/Nivida(Garh)Dehradun/48 Dt. 31-03-2023
Open Tender
Civil Works
Item Rate
540 days
DEHRADUN
Please refer tender document
3 documents required · 3 mandatory
₹59,000
PM,Const.Unit, UKPJN, Dehradun
₹1.1 Cr
Dehradun
18 Jun 2025
5 Apr 2023
8 May 2023
5 Apr 2023
4 May 2023
13 Apr 2023
10 Apr 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | 26,393.38 | Cum | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | 71.56 | Cum | - | - |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil (Qty for addl lift 1st, 2nd, 3rd & 4th) | 47,453.29 | Cum | - | - |
| 4 | Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of the face area timbered): Depth exceeding 3 m but not exceeding 4.5 m | 1,770.45 | Sqm | - | - |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 6,054.42 | Cum | - | - |
| 6 | Disposal of Excavated earth/rock unserviceable, upto dumping zone near national highway distance upto 10 km from site. | 16,558.42 | Cum | - | - |
| 7 | Diluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment) | 2,703.5 | Sqm | - | - |
| 8 | P/L cement concrete - all works upto plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 441.1 | Cum | - | - |
| 9 | P/L cement concrete - all works upto plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 0.38 | Cum | - | - |
| 10 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 47.95 | Cum | - | - |
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