Temple Trust Shri Naina Devi Ji Tender
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Temple Trust Shri Naina Devi Ji Tender
Solid Waste Management
Eprocure
Opening Date22 Apr 2025
Closing Soon28 Apr 2025
Tender Amount₹ 3,30,398
Costs
EMD
₹ 7,000Document Cost
₹ 350Tender Fee
Refer Documents
Summary
Re-maining Work Of Installation Of Micro Solid Waste Management Plant At Shri Naina Devi Ji For Ttsndji Distt Bilaspur (hp) Sub Head-civil Work.
Description
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Contact
Tender Id
2025_NDTT_104200_1Tender No
TTND.Const.(Temple )16(03)-06/2025- 1683-1691 Dated 16.4.25Tender Authority
Temple Trust Shri Naina Devi Ji ViewPurchaser Address
-Website
http://hptenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, within all leads and lifts, complete in all respect as per the direction of Engineer-in-charge.
14.58
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6 mm Cement plaster of mix :_ (1: 3 ) one cement : 3 sand )as per direction and best satisfaction of Engineer -in- Charge.
37.41
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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutter within all leads and lifts, complete in all respect as per the direction of Engineer-in-charge. :- (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
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 ) within all lead & lifts ,complete in all respect as per the direction of Engineer-in-charge. (a) Asian Paint.
169.41
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade within all lead and lifts as for direction and best satisfactioin Engineer incharge.:- Two or more coats on new work (a) 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 : (a) With common burnt clay F.P.S.(nonmodular) bricks of class designation 7.5 within all lead and lifts as for direction and best satisfactioin Engineer incharge.
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 within all lead and lifts as for direction and best satisfactioin Engineer incharge.( a) 110 mm diameter (a) 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 all leads and lifts as for direction and best satisfactioin Engineer incharge. (a) All kinds of ( 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) within all lead and lifts as for direction and best satisfactioin Engineer incharge.
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)
3.78
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Centering and shuttering including strutting, propping etc. and removal of form for within all lead and lifts as for direction and best satisfactioin Engineer incharge. :- Foundations, footings, bases of columns, etc. for mass concrete
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. within all lead and lifts as for direction and best satisfactioin Engineer incharge. (a) Mild steel and Medium Tensile steel bars 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 within all lead and lifts as for direction and best satisfactioin Engineer incharge.(a) 0.63 mm thick with zinc coating not less than275 gm/ m² (a) Tata make
25.5
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