Construction of Substations main roads and branch roads of colony and construction of drain and footpath adjacent to roads at 400/220/132KV Substation Virbhadra Rishikesh
Power Transmission Corporation of Uttarakhand Limited · Rishikesh, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- EMD: ₹9.8L
- Published: 14 Oct 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 22 Oct 2026 07:51 UTC
- Department: Chief Engineer (O&M), Garhwal Zone
- Office: Office of Chief Engineer (O&M), Garhwal Zone, 26-Civil Lines, Roorkee-247667
Description
Construction of main and branch roads within the substation colony, including drains and footpaths adjacent to roads at the 400/220/132KV Substation Virbhadra, Rishikesh. Completion time is 3 months from the date of award.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Documents defining legal status, registration and principal place of business, Written power of attorney of the signatory of the bid, Performance record as manufacturer/contractor for supply and installation of materials and equipment of similar nature in the last seven years, Details of works on hand in the past seven years and contracts on hand, Minimum five years of Profit & Loss Account and Balance Sheet, Details of key personnel in the organization, Quality assurance plans and procedures, Documents supporting technical capability of sources of supply for equipment and materials bought out, wherever applicable, Joint venture agreement, if applicable, Earnest Money Deposit / Bid Guarantee
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Commercial terms
- Bid type: Item Rate
- Evaluation: Item wise
- Make in India (MII): No
- MSE preference: No
Line items (22)
- 2 — Qty: 3 4
- 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 mtr. All kinds of soil. — Qty: 1500 Cum
- Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. — Qty: 44 Cum
- 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-III) derived from natural sources 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 304 Cum
- 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) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 1300 Cum
- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 3 Cum
- Centering and shuttering including strutting. propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 22.5 Sqm
- Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars — Qty: 7000 Kg.
- Providing and filling in position, blown bitumen in expansion joint — Qty: 5 Cum
- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) — Qty: 660 Cum
- Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting. hoisting, fixing in position andapplying a priming coat of approved steel primer all complete. — Qty: 74636 Kg.
- Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate — Qty: 827 Sqm.
- 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) — Qty: 1377.7 Sqm.
- Demolishing cement concrete manually by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge Nominal concrete 1:3.6 or richer mix (i'c equivalent design mix) — Qty: 6 Cum
- Dismantling manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge bituminous road — Qty: 124 Sqm
- Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating carth to an average of 22 5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade and disposal of surplus carthwith lead upto 50 metres — Qty: 144.534 Sqm
- Supplying and stacking at site 63 mm to 45 mm size stone aggregate — Qty: 93 Cum
- Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening binding material to fill up interstices of coarse aggregate, watering and compacting to the required density — Qty: 133.7 Cum
- Providing and laying design mix cement concrete of M- 30 grade, in roads/ taxi tracks runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve tie bars wherever required. laying at site, spreading and compacting mechanically by using needle and surface vibrators. levelling to required slope camber, finishing with required texture, including steel form work with sturdy MS channel sections, curing, making provision for contraction expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and scalants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve tie bars to be paid separately) Note:- Cement content considered in M-30 is @ 340 kg cum. Excess less cement used as per desi — Qty: 1751 Cum
- Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong ibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc all complete as per the direction of site incharge. — Qty: 2600 Sqm
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