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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.9 CrAccepted-AOC | ₹39.9 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹40.3 Cr+₹41.2 L (1.03%)Rejected-Finance 32 9 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹40.3 Cr+₹41.2 L (1.03%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
| Sl No | Description | Qty | Unit | VKJ Projects Pvt. Ltd. L2 | SHREEJIKRUPA BUILDCON LTD L1 |
|---|---|---|---|---|---|
| 1.00 | 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 lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil Earth work 1.5 m - 3.0 m | 4,550.19 | Cum. | 154 ₹7,00,729.26 | 152 ₹6,91,628.88 Lowest |
| 2.00 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 2,329.94 | Cum | 609 ₹14,18,933.46 | 603 ₹14,04,953.82 Lowest |
| 3.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 180.91 | Cum | 331 ₹59,881.21 | 328 ₹59,338.48 Lowest |
| 4.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.: All kinds of soil | 1,964.2 | Cum | 110 ₹2,16,062 | 109 ₹2,14,097.8 Lowest |
| 5.00 | 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. | 1,352.53 | Cum. | 170 ₹2,29,930.1 | 168 ₹2,27,225.04 Lowest |
| 6.00 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 2,496.21 | Sqm | 269 ₹6,71,480.49 | 267 ₹6,66,488.07 Lowest |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 206.62 | Cum. | 5,918 ₹12,22,777.16 | 5,869 ₹12,12,652.78 Lowest |
| 8.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. | 543.91 | Cum | 3,125 ₹16,99,718.75 | 3,099 ₹16,85,577.09 Lowest |
| 9.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 37.13 | mtr | 143 ₹5,309.59 | 142 ₹5,272.46 Lowest |
| 10.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications) | 24.95 | Cum | 3,981 ₹99,325.95 | 3,948 ₹98,502.6 Lowest |
Tender Value
₹39.9 Cr
EMD Value
₹54.9 L
Closing Date
5 Jan 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 TYPE-II RESIDENTIAL QUARTER AT INDIA RESERVE BATTALION-II DEHRADUN EAST HOPE TOWN( PLOT-2), UTTARAKHAND
2025_MDPEY_90012_1
5107/Nivida(Garh)D.Dun/93 Dt 16/12/2025
Open Tender
Civil Works
Item Rate
540 days
Dehradun
Please refer tender document
3 documents required · 3 mandatory
₹11,800
PM, Const.Unit, UKPJN, Dehradun
₹54.9 L
Dehradun
19 Jun 2026
18 Dec 2025
6 Jan 2026
18 Dec 2025
5 Jan 2026
27 Dec 2025
19 Dec 2025 - 24 Dec 2025
26 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil Earth work 1.5 m - 3.0 m | 4,550.19 | Cum. | - | - |
| 2 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 2,329.94 | Cum | - | - |
| 3 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 180.91 | Cum | - | - |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.: All kinds of soil | 1,964.2 | Cum | - | - |
| 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. | 1,352.53 | Cum. | - | - |
| 6 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 2,496.21 | Sqm | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 206.62 | Cum. | - | - |
| 8 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. | 543.91 | Cum | - | - |
| 9 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 37.13 | mtr | - | - |
| 10 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications) | 24.95 | Cum | - | - |
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