Garhwal Mandal Vikas Nigam Limited Tender
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The GMVN has issued a formal invitation for competitive bids for the Garhwal Mandal Vikas Nigam Limited project, for Site Devlopment Work For Base Camp At Timmersain Distt. Chamoli in Chamoli, Uttarakhand, with an estimated contract value of Rs. 4,38,86,780. The bid opening date for this tender is 08-05-2025 and the last date for bid submission is 30-05-2025. Interested bidders for Garhwal Mandal Vikas Nigam Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Garhwal Mandal Vikas Nigam Limited - GMVN Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date8 May 2025
Closing Date30 May 2025
Tender Amount₹ 4,38,86,780
Technical
Technical
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder is that they should have experience in building works and be an "A" or above Class registered Contractor / Firm in any Government or Semi-government Department. The bidder should also have experience in executing works allotted by GMVN (if applicable) within the stipulated period. The bidder shall submit the experience certificate of Building/ similar nature of single work costing not less than Rs. 109.72 lakh satisfactorily completion of equivalent works in the last five years. No specific percentage of similar works completed is mentioned. However, the bidder should have a turnover of a certain amount, certified by a Chartered Accountant, over the last 3 years, but the specific amount is not provided.
Costs
EMD
₹ 8,78,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_GMVN_83684_1Bid Award Id
ViewTender No
GMVN- ENGG-TIMBCSDTender Authority
Garhwal Mandal Vikas Nigam Limited ViewPurchaser Address
-Website
http://uktenders.gov.in
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Documents
BOQ Items
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin- charge (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
22.67
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Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.
5510.28
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Stone work (machine cut edges) for wall lining etc. upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Himalayan stone - exposed face fine dressed with rough backing 70 mm thick ( 450mm x 300mm)
843.44
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
1435.61
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
1435.61
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and
tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.)
71.78
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Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) for Grading-I (bituminous binder @ 5.2 % of mix )
43.07
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Granular Sub-base with Close Graded Material (Table:- 400-1) -By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. for grading- I Material
567.32
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Wet Mix Macadam(Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
639.1
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Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
280.2
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Geotextile Filter : Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/ cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.)
1830.45
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