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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹40.7 L (15.7%)Admitted-Finance PAURI GARHWAL | UTTARAKHAND | 246001 | ₹3.0 Cr+₹40.7 L (15.7%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAGHUBIR SINGH BISHT L1 | SANJAY AGARWAL L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 500 | Cum | 79.6 ₹39,800 Lowest | 79.8 ₹39,900 |
| 2.00 | 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 as per drawing and Technical Specification Clause 305.1 of MORD Specification | 96 | Cum | 467 ₹44,832 Lowest | 467 ₹44,832 Lowest |
| 3.00 | 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. complete as per drawing and Technical Specification Clause 702,704, 1202 & 1203 of MORD Specification | 225 | Cum | 4,303.1 ₹9,68,197.5 Lowest | 4,303.3 ₹9,68,242.5 |
| 4.00 | Providing weep holes in Brick masonry/stone masonry, Plain/ Reinforced concrete abutment, wing wall, return wall with100 mm dia AC pipe extending through the full width of the structures with slpoe of 1(V):20(H) towards drawing face omplete as per drawing and Technical Specification Clause 614, 709,1204.3.7 | 150 | Rmtr | 237 ₹35,550 Lowest | 237.3 ₹35,595 |
| 5.00 | 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 as directed, within a lead of 50 m. All kinds of soil. | 595.88 | Cum | 220.4 ₹1,31,331.95 Lowest | 220.59 ₹1,31,445.17 |
| 6.00 | Supplying and filling in plinth with available earth under floors including, watering, ramming consolidating and dressing complete. | 375.19 | Cum | 166 ₹62,281.54 Lowest | 166.1 ₹62,319.06 |
| 7.00 | 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 surface of the excavation made for the foundation of the building, soil under floor,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 measurd for payment.) | 406 | Sqm | 262.7 ₹1,06,656.2 Lowest | 350 ₹1,42,100 |
| 8.00 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. | 35.72 | Cum | 1,799.7 ₹64,285.28 Lowest | 1,900 ₹67,868 |
| 9.00 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. | 143.28 | Cum | 166 ₹23,784.48 Lowest | 166.1 ₹23,798.81 |
| 10.00 | 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) | 82.46 | Cum | 5,772.8 ₹4,76,025.09 Lowest | 7,500 ₹6,18,450 |
Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
30 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 50 BEDDED RESIDENTIAL HOSTEL AT G. I. C. MANA GHINGHRAN, BLOCK - DASHOLI, DISTRICT - CHAMOLI
2026_MDPEY_90702_1
21/Nivida(Garh)Srinagar/01 Dt 05/01/2026
Open Tender
Civil Works
Item Rate
365 days
MANA GHINGHRAN, BLOCK - DASHOLI, DISTRICT - CHAM
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM,Const.Unit, UKPJN, Srinagar
₹5.2 L
Dehradun
18 Feb 2026
8 Jan 2026
31 Jan 2026
8 Jan 2026
30 Jan 2026
14 Jan 2026
9 Jan 2026 - 12 Jan 2026
13 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 500 | Cum | - | - |
| 2 | 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 as per drawing and Technical Specification Clause 305.1 of MORD Specification | 96 | Cum | - | - |
| 3 | 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. complete as per drawing and Technical Specification Clause 702,704, 1202 & 1203 of MORD Specification | 225 | Cum | - | - |
| 4 | Providing weep holes in Brick masonry/stone masonry, Plain/ Reinforced concrete abutment, wing wall, return wall with100 mm dia AC pipe extending through the full width of the structures with slpoe of 1(V):20(H) towards drawing face omplete as per drawing and Technical Specification Clause 614, 709,1204.3.7 | 150 | Rmtr | - | - |
| 5 | 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 as directed, within a lead of 50 m. All kinds of soil. | 595.88 | Cum | - | - |
| 6 | Supplying and filling in plinth with available earth under floors including, watering, ramming consolidating and dressing complete. | 375.19 | 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 surface of the excavation made for the foundation of the building, soil under floor,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 measurd for payment.) | 406 | Sqm | - | - |
| 8 | Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. | 35.72 | Cum | - | - |
| 9 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. | 143.28 | Cum | - | - |
| 10 | 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) | 82.46 | Cum | - | - |
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