Tender For Construction Of Substations Main Roads And Branch Roads Of Colony And Construction Of Drain And Foothpath Adjacent To Roads At 400/220/132 Kv Substation Virbhadra Rishikesh.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
16 Nov 2026
6 days left
EMD
9.75 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Substations Main Roads And Branch Roads Of Colony And Construction Of Drain And Foothpath Adjacent To Roads At 400/220/132 Kv Substation Virbhadra Rishikesh.
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 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-III) derived from natural sources 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 4 | 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) |
| 5 | 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) |
| 6 | Centering and shuttering including strutting. propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 7 | 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 |
| 8 | Providing and filling in position, blown bitumen in expansion joint |
| 9 | 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) |
| 10 | 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. |
| 11 | 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 |
| 12 | 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 13 | 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) |
| 14 | 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 |
| 15 | 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 |
| 16 | Supplying and stacking at site 63 mm to 45 mm size stone aggregate |
| 17 | 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 |
| 18 | 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 design mix is payable recoverable separately Cement concrete prepared with SLM/SLCM(Self loading concrete mixer machine) |
| 19 | 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. |
| 20 | DSR Plant Providing tractor with trolley for disposal of dismantled and material as desired by Engineer in charge for other work Machinery required at site (DSR Labour rate item 0039 +15% CP) |
| 21 | Hiring charges of JCB Crane for 1 hours per day NSI-143 including all T&P labour as required for proper completion of work Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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