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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 CrAdmitted-Finance | ₹7.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.6 Cr+₹42.8 L (5.95%)Admitted-Finance | ₹7.6 Cr+₹42.8 L (5.95%) | L2 | Admitted-Finance |
| 3 | L3₹7.9 Cr+₹66.9 L (9.29%)Admitted-Finance | ₹7.9 Cr+₹66.9 L (9.29%) | L3 | Admitted-Finance |
| 4 | L4₹8.4 Cr+₹1.2 Cr (16.2%)Admitted-Finance 09 DADU BAGH MARKET KANKHAL HARIDWAR | HARIDWAR | HARIDWAR | UTTARAKHAND | ₹8.4 Cr+₹1.2 Cr (16.2%) | L4 | Admitted-Finance |
| 5 | L5₹8.6 Cr+₹1.4 Cr (19.6%)Admitted-Finance | ₹8.6 Cr+₹1.4 Cr (19.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Mahalaxmi Construction L7 | M/s Girish Kumar L2 | AGARWAL INFRASTRUCTURE L5 | hind constructions L8 | Kothari Associates L3 | jaimaa construction L1 | goyal and sons L4 | RIJWAN ALI L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 2,179.89 | Cum | 156.36 ₹3,40,847.6 | 151 ₹3,29,163.39 | 151 ₹3,29,163.39 | 159.63 ₹3,47,975.84 | 130 ₹2,83,385.7 Lowest | 134.37 ₹2,92,911.82 | 143 ₹3,11,724.27 | 135 ₹2,94,285.15 |
| 2.00 | DSR Item- 2.26.1
Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil | 435.63 | Cum | 111.7 ₹48,659.87 | 108 ₹47,048.04 | 108 ₹47,048.04 | 114.04 ₹49,679.25 | 93 ₹40,513.59 Lowest | 95.99 ₹41,816.12 | 102 ₹44,434.26 | 96 ₹41,820.48 |
| 3.00 | 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. | 1,656.77 | Cum | 172.66 ₹2,86,057.91 | 166 ₹2,75,023.82 | 166 ₹2,75,023.82 | 176.28 ₹2,92,055.42 | 143 ₹2,36,918.11 Lowest | 148.38 ₹2,45,831.53 | 158 ₹2,61,769.66 | 150 ₹2,48,515.5 |
| 4.00 | DAR Item- 1.1.2
Disposal of Excavated earth/rock unserviceable, upto dumping zone near national highway distance upto 10km from site. | 245.29 | Cum | 389.37 ₹95,508.57 | 375 ₹91,983.75 | 374 ₹91,738.46 | 397.52 ₹97,507.68 | 323 ₹79,228.67 Lowest | 334.61 ₹82,076.49 | 355 ₹87,077.95 | 335 ₹82,172.15 |
| 5.00 | DSR Item- 2.27
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 75.53 | Cum | 1,870.86 ₹1,41,306.06 | 100 ₹7,553 Lowest | 1,800 ₹1,35,954 | 1,910.01 ₹1,44,263.06 | 1,551 ₹1,17,147.03 | 1,607.78 ₹1,21,435.62 | 1,703 ₹1,28,627.59 | 950 ₹71,753.5 |
| 6.00 | 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) | 815.98 | Sqm | 273.13 ₹2,22,868.62 | 200 ₹1,63,196 Lowest | 263 ₹2,14,602.74 | 278.84 ₹2,27,527.86 | 226 ₹1,84,411.48 | 234.72 ₹1,91,526.83 | 249 ₹2,03,179.02 | 235 ₹1,91,755.3 |
| 7.00 | DSR Item- 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 202.65 | Cum | 6,000.85 ₹12,16,072.25 | 4,500 ₹9,11,925 Lowest | 5,500 ₹11,14,575 | 6,126.43 ₹12,41,521.04 | 4,974 ₹10,07,981.1 | 5,157.02 ₹10,45,070.1 | 5,460 ₹11,06,469 | 4,900 ₹9,92,985 |
| 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). | 114.74 | Sqm | 354.57 ₹40,683.36 | 287 ₹32,930.38 Lowest | 342 ₹39,241.08 | 361.99 ₹41,534.73 | 294 ₹33,733.56 | 304.7 ₹34,961.28 | 323 ₹37,061.02 | 305 ₹34,995.7 |
| 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. | 114.74 | Sqm | 128.74 ₹14,771.63 | 105 ₹12,047.7 Lowest | 124 ₹14,227.76 | 131.44 ₹15,081.43 | 107 ₹12,277.18 | 110.64 ₹12,694.83 | 118 ₹13,539.32 | 111 ₹12,736.14 |
| 10.00 | DSR Item- 4.1.3
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-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 11.23 | Cum | 6,940.37 ₹77,940.36 | 5,969 ₹67,031.87 | 6,670 ₹74,904.1 | 7,085.6 ₹79,571.29 | 5,753 ₹64,606.19 | 5,964.42 ₹66,980.44 | 6,315 ₹70,917.45 | 5,615 ₹63,056.45 Lowest |
Tender Value
₹9.6 Cr
EMD Value
₹19.2 L
Closing Date
27 Jul 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF PROPOSED NEW 200 BEDDED HOSTEL AT MAHARANA PRATAP SPORTS COLLEGE, RAIPUR, DEHRADUN, UTTARAKHAND
2026_MDPEY_97267_1
2646/Nivida(Garh)KhelDDun/45 Dt.03/07/2026
Open Tender
Civil Works
Item Rate
365 days
RAIPUR
Please refer tender document
3 documents required · 3 mandatory
₹11,800
PM, Temp.Const.Unit(Khel), UKPJN, Dehradun
₹19.2 L
Dehradun
9 Sept 2026
7 Jul 2026
28 Jul 2026
7 Jul 2026
27 Jul 2026
14 Jul 2026
8 Jul 2026 - 11 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 2,179.89 | Cum | - | - |
| 2 | DSR Item- 2.26.1
Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil | 435.63 | Cum | - | - |
| 3 | 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. | 1,656.77 | Cum | - | - |
| 4 | DAR Item- 1.1.2
Disposal of Excavated earth/rock unserviceable, upto dumping zone near national highway distance upto 10km from site. | 245.29 | Cum | - | - |
| 5 | DSR Item- 2.27
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 75.53 | Cum | - | - |
| 6 | 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) | 815.98 | Sqm | - | - |
| 7 | DSR Item- 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 202.65 | Cum | - | - |
| 8 | 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). | 114.74 | Sqm | - | - |
| 9 | 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. | 114.74 | Sqm | - | - |
| 10 | DSR Item- 4.1.3
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-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 11.23 | Cum | - | - |
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