Garhwal Mandal Vikas Nigam Limited Tender
View complete overview of Uttarakhand GMVNL Tender
Garhwal Mandal Vikas Nigam Limited - GMVNL Tender
Civil And Construction
Eprocure
Opening Date24 May 2024
Closing Date12 Jun 2024
Tender Amount₹ 1,29,43,902
Costs
EMD
₹ 2,59,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GMVN_71847_1Bid Award Id
ViewTender No
GMVN- ENGG-JADSKANTTender Authority
Garhwal Mandal Vikas Nigam Limited ViewPurchaser Address
-Website
http://http://gmvnl.in/
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Documents
BOQ Items
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
2
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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) : 4 graded stone aggregate 20 mm nominal size)
9
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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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
28
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level
9
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. -Thermo-Mechanically Treated bars of grade Fe-500D or more.
1998
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Centring and Shuttering for Foundations, footings, bases of columns, etc. for mass concrete
27
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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).
40
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Random Rubble Masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
4.08
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
22.81
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Providing and fixing 2nd class deodar wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface.
21.45
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. -Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 SqM
62.39
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Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete
28.08
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Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately).
24
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Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface
backing including drilling necessary holes and the cost of bolt etc complete. Wedge expansion Fastener with threaded dia 10 mm
234.44
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Stone work (machine cut edges) for wall lining etc. (veneer work) 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) : -Stone Wall cladding 450mm X 200mm X 50mm
21.1
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Providing and fixing second class deodar wood hand rail having size of 75 mm x 65 mm with approved decorative shape etc.
154.31
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P/F Deodar Wood Jhalar (Manually Hand Carved) in 25 mm thick 300 mm wide deodar wood plank.
20.09
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Providing, laying and fixing of Second class deodar wood as in built runner having size of 100mmX70 mm through out over masonary course during construction of wall as per detail drawing. It allows to apply adhesive on top and bottom of wood surface without additional fixing accessories of GI nut & bolt/ anchor fastners, nails, screws etc.. to masonary work or provided RCC runner to protect against demormation with all due respect to complete the job. It allows providing and applying minimum two coats of approved water base PU polishing complete with required primer / sealer coat, rubbing, sand papering, powdering, etc. to exposed surface complete as per manufacturer specification.
15.08
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Providing and fixing Deodar Wood ceiling in 25 mm thick 150 mm wide deodar wood plank
55.24
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
7288
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Providing and fixing M.S. grills / Railings of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
4003
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Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
29
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Providing & Laying 100 mm thick cobble stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Rajasthan Black Granite Cobble Stone Machine Cut, Four sides machine cut and two sides Rough Surface. (100x100x100) mm (+-5% of size)
660
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
388.43
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French spirit polishing :
Two or more coats on new works including a coat of wood filler
55.24
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Two or more coats on new works including a coat of wood filler - Hydro Oil For Exterior Coating
64.64
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Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on Stone Cladding : Two Coats Same as Stone Cladding
21.1
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Supply, transportation, installation, fitting & fixing and supervision of Laminated Asphalt Shingles having multilayer Panel produce three dimensional profile and shadow lines with fiber glass mat, Waterproof, durable coating, temper proof, 110mph wind resistance, UL Class-A, fire resistance rating, exposure 5.5/ 8 inch, weight up to 450 Pound/ 100 Sqft. Or more, high end products last 30 years & more as per instructions laid on ASTM D3462, ASTM D3018, ASTM D7158-Class-H. The Laminated Asphalt Shingles as per specifications must be laid in proper way over 20mm Cement Fiber Board Make - Everest or Eq. and moisture barrier membrane and Algae resistant Ridge with all required fixtures & fastenings as a complete job as per instructions and satisfaction of Engineer-in-charge with contractors’ own material, labour, tools, lead, lift, T&P, etc.
The design and methodology to be approved by Eingeer-in-charge prior commencement of the work. The rate included cost of materials, transportation to site, installation, fixing, pegging, pre-installation preparation works, supervision, petty works involved, taxes, GST, etc. as a compete job. Note: (i) Overlapping has to be provided between two laminated Asphalt Shingles sheets as per the norms. The overlap quantity will not be considered for the measurement/ payment
66.24
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Providing Algae resistant ridgeor hips of width 30 cm overall width with complete fitting for stylish higher profile and more consistent look for shingles
8.35
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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.)
99
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By Mix in Place Method
Construction 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 III Material
132
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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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
10.18
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