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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.9 LAdmitted-Finance | ₹49.9 L | L1 | Admitted-Finance |
| 2 | L2₹50.0 LAdmitted-Finance DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹50.0 L | L2 | Admitted-Finance |
| 3 | L3₹50.2 LAdmitted-Finance M S ALAKNANDA ENTERPRISES VILLAGE MADHI CHAURAS DISTRICT TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | 249001 | ₹50.2 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Mamtainfra Power L2 | M/s ALAKNANDA ENTERPRISES L3 | SHRI HARI KRIPA TRADERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manaul means in benching/revetment work including disposal of surplus excavated soils as directed, with all leads and lifts, disposed earth to be neatly levelled and dressed. (in ordinary soil/ earth mixed with boulders) | 152.96 | CUM | 500 ₹76,479 | 495 ₹75,714.21 | 480 ₹73,419.84 Lowest |
| 2.00 | Earth work in excavation by mechanical means Hydraulic excavator)/manual means in foundation trenches or pits of any size, including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed including all leads & lifts.
In ordinary Rock/DFR/SFR | 21.96 | CUM | 900 ₹19,764 | 850 ₹18,666 Lowest | 950 ₹20,862 |
| 3.00 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge : (in cement mortor). | 84 | CUM | 2,500 ₹2,10,000 | 2,400 ₹2,01,600 Lowest | 2,600 ₹2,18,400 |
| 4.00 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | 258.92 | CUM | 500 ₹1,29,459 Lowest | 550 ₹1,42,404.9 | 550 ₹1,42,404.9 |
| 5.00 | 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 : 8 graded stone aggregate 40mm nominal size. | 6.58 | CUM | 12,000 ₹78,960 | 11,800 ₹77,644 Lowest | 12,800 ₹84,224 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 29.89 | Sqm | 900 ₹26,901 Lowest | 900 ₹26,901 Lowest | 920 ₹27,498.8 |
| 7.00 | Providing beldar service for 8 hours service in a day or part as per requirement to carry out the works as directed by Engineer-In-Charge. | 50 | Day | 1,000 ₹50,000 | 950 ₹47,500 Lowest | 1,100 ₹55,000 |
| 8.00 | Providing weep hole with 75 mm PVC pipe (pressure 6 kg/sqcm in proper slope). | 206.16 | Mtr. | 500 ₹1,03,080 Lowest | 525 ₹1,08,234 | 500 ₹1,03,080 Lowest |
| 9.00 | Plum concrete with 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) M-20 with Boulders 50 mm to 200 mm Size. | 343.26 | CUM | 11,100 ₹38,10,186 | 11,250 ₹38,61,675 | 11,000 ₹37,75,860 Lowest |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. | 0.8 | MT | 1,50,000 ₹1,20,000 Lowest | 1,51,200 ₹1,20,960 | 1,60,000 ₹1,28,000 |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
6 Jul 2026, 5:00 pmClosed
Superintending Engineer
Office of Superintending Engineer, Operation and Maintenance Circle, Srinagar 400 KV Substation, Khandukhal, Srinagar (Garhwal)
Construction of Protection wall for Tower Location No. RS 116 of 132 KV Rishikesh Srinagar Transmission Line.
2026_PTCUX_96542_1
T-04/SE(OandM)S/2026-27
Open Tender
Civil Works
Item Rate
90 days
Srinagar Garhwal
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,360
Yes
E.E., 400 KV O and M Division, Srinagar (Garhwal)
₹1.8 L
Yes
21 Jul 2026
12 Jun 2026
7 Jul 2026
12 Jun 2026
6 Jul 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manaul means in benching/revetment work including disposal of surplus excavated soils as directed, with all leads and lifts, disposed earth to be neatly levelled and dressed. (in ordinary soil/ earth mixed with boulders) | 0.2 | CUM | - | - |
| 2 | Earth work in excavation by mechanical means Hydraulic excavator)/manual means in foundation trenches or pits of any size, including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed including all leads & lifts.
In ordinary Rock/DFR/SFR | 21.96 | CUM | - | - |
| 3 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge : (in cement mortor). | 84 | CUM | - | - |
| 4 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | - | CUM | - | - |
| 5 | 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 : 8 graded stone aggregate 40mm nominal size. | 6.58 | CUM | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 29.89 | Sqm | - | - |
| 7 | Providing beldar service for 8 hours service in a day or part as per requirement to carry out the works as directed by Engineer-In-Charge. | 50 | Day | - | - |
| 8 | Providing weep hole with 75 mm PVC pipe (pressure 6 kg/sqcm in proper slope). | 206.16 | Mtr. | - | - |
| 9 | Plum concrete with 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) M-20 with Boulders 50 mm to 200 mm Size. | 343.26 | CUM | - | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. | 0.8 | MT | - | - |
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