Temple Trust Shri Naina Devi Ji Tender
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The Temple Trust Shri Naina Devi Ji has issued a formal invitation for competitive bids for Remaining Work Of Installation Of Micro Solid Waste Management Plant At Shri Naina Devi Ji For Ttsndji Distt Bilaspur (hp) Sub Head (a) Civil Work. in Bilaspur Hp, Himachal Pradesh, with an estimated contract value of Rs. 3,30,398. The bid opening date for this tender is 08-05-2025 and the last date for bid submission is 13-05-2025. Interested bidders for Temple Trust Shri Naina Devi Ji tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Temple Trust Shri Naina Devi Ji Tender
Solid Waste Management
Eprocure
Opening Date8 May 2025
Closing Date13 May 2025
Tender Amount₹ 3,30,398
Costs
EMD
₹ 7,000Document Cost
₹ 350Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NDTT_104972_1Bid Award Id
ViewTender No
TTSND.Const.(Temple )16(03)-06/2025- 2009-2016 Dated 06.05.25Tender Authority
Temple Trust Shri Naina Devi Ji ViewPurchaser Address
-Website
http://hptenders.gov.in
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BOQ Items
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Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete (a) With 2nd class teak wood beading 62X19 mm complete in all respect within all leads and lifts as per the direction and best satisfaction of Engineer- in charge. ISI make
14.58
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6 mm cement plaster of mix :-1:3 (1 cement : 3 fine sand) complete in all respect within all leads and lifts as per the direction and best satisfaction of Engineer- in charge.
37.41
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15 mm cement plaster on rough side of single or half brick wall of mix (a) 1:6 ( 1 cement : 6 coarse sand) complete in all respect within all leads and lifts as per the direction and best satisfaction of Engineer- in charge.
132
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Finishing walls with water proofing cement paint of required shade : - New work (Two or more coats applied @ 3.84 kg/10 sqm) complete in all respect within all leads and lifts as per the direction and best satisfaction of Engineer- in charge. i ( Asian Paint)
169.41
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :- complete in all respect within all leads and lifts as per the direction and best satisfaction of Engineer- in charge. Two or more coats on new work i ( Asian Paint)
36.72
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design complete in all respect within all leads and lifts as per the direction and best satisfaction of Engineer- in charge. (a) With common burnt clay F.P.S.(nonmodular) bricks of class designation 7.5
2
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes complete in all respect within all leads and lifts as per the direction and best satisfaction of Engineer- in charge. .( a) 110 mm diameter Finolex ISI make
31.5
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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 m. (a) All kinds of soil ( Item No 2.8 Page 69 )
6.83
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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 : -1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
5.14
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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
2.41
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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) : 4 graded
stone aggregate 20 mm nominal size) complete in all respect within all leads and lifts as per the direction and best satisfaction of Engineer- in charge.
3.78
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Centering and shuttering including strutting, propping etc. and removal of form for :- Foundations, footings, bases of columns, etc. for mass concrete complete in all respect within all leads and lifts as per the direction and best satisfaction of Engineer- in charge.
29.79
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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.Mild steel and Medium Tensile steel bars complete in all respect within all leads and lifts as per the direction and best satisfaction of Engineer- in charge. ISI make
195.3
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Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever (a) 0.63 mm thick with zinc coating not less than
275 gm/ m² complete in all respect within all leads and lifts as per the direction and best satisfaction of Engineer- in charge. (a) Tata make
25.5
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