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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAdmitted-Finance | ₹7.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.0 CrAdmitted-Finance | ₹8.0 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | rajesh goel thekedar L2 | L R Brothers L1 |
|---|---|---|---|---|---|
| 1.00 | DSR item- 2.6.1
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. | 3,235.21 | Cum | 270 ₹8.7 L | 224.8 ₹7.3 L |
| 2.00 | DSR item- 2.25
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. | 672.53 | Cum | 270 ₹1.8 L | 248 ₹1.7 L |
| 3.00 | NSI Item-
Disposal of Excavated earth/rock unserviceable, upto dumping zone near national highway distance upto 10km from site. | 1,033.09 | Cum | 400 ₹4.1 L | 370.7 ₹3.8 L |
| 4.00 | DSR item- 2.27
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 54.85 | Cum | 3,000 ₹1.6 L | 2,690 ₹1.5 L |
| 5.00 | DSR item- 2.35.3.1
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) | 357.43 | Sqm | 425 ₹1.5 L | 392 ₹1.4 L |
| 6.00 | DSR item- 4.1.6
P/L cement concrete - all works upto plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size) | 28.22 | Cum | 10,000 ₹2.8 L | 9,084.1 ₹2.6 L |
| 7.00 | DSR item- 4.1.8
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) | 82.02 | Cum | 10,000 ₹8.2 L | 8,629.8 ₹7.1 L |
| 8.00 | DSR item- 4.11
Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 69.73 | Sqm | 670 ₹46,719.10 | 627 ₹43,720.71 |
| 9.00 | DSR item- 4.13
Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 69.73 | Sqm | 200 ₹13,946 | 184.8 ₹12,886.10 |
| 10.00 | DSR item- 4.1.3
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) | 1.11 | Cum | 10,000 ₹11,100 | 9,980.9 ₹11,078.80 |
Tender Value
₹7.4 Cr
EMD Value
₹14.9 L
Closing Date
28 Feb 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF 06 LANE ATHLETIC TRACK 200M (SYNTHETIC INCLUDING NATURAL GRASS) INFIELD GROUND AT JYOTIRMATH (JOSHIMATH)
2026_MDPEY_91774_1
513/Nivida(Garh)KhelDDun/05 Dt.05/02/2026
Open Tender
Civil Works
365 days
JYOTIRMATH (JOSHIMATH)
Please refer tender document
3 documents required · 3 mandatory
₹11,800
PM, Temp.Const.Unit(Khel), UKPJN, Dehradun
₹14.9 L
Dehradun
11 Mar 2026
7 Feb 2026
2 Mar 2026
7 Feb 2026
28 Feb 2026
18 Feb 2026
9 Feb 2026 - 16 Feb 2026
17 Feb 2026
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