Temple Trust Shri Naina Devi Ji Tender
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Temple Trust Shri Naina Devi Ji Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date31 Mar 2025
Closing Soon5 Apr 2025
Tender Amount₹ 2,96,200
Costs
EMD
₹ 6,000Document Cost
₹ 350Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NDTT_103200_1Tender No
TTND.Const (MA) 17-(02) 1/2025/1110-1118 Dated 22.03.25Tender 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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40 mm dia nominal bore (TATA or JINDAL B Class Hissar make ISI)
120
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50 mm dia nominal bore (TATA or JINDAL B Class Hissar make ISI)
50
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
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20 mm nominal bore (Heavy Duty ISI Make)
5
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40 mm nominal bore (Heavy Duty ISI Make)
7
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50 mm nominal bore (Heavy Duty ISI Make)
2
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Half brick masonry 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.Cement mortar 1:4 (1 cement :4 coarsesand)Complete in all respect as per the direction of Engineer In-Charge up to all leads, lifts & heights complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge. (Second Class Bricks misnory)Cement mortar 1:4 (1 cement :4 coarsesand)
10.46
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15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) , complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge.1:6 (1 cement: 6 fine sand)
21.7
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Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges,jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate nd shock absorbers as specified and applying a surface coat of approved steel primer after pre-treatment of thesurface as directed by Engineer-in-charge:Fixing with adjustable lugs with split end tail to each jamb.complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge. (Profile B)
9.4
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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 wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.(a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws ,complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge.
2
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Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc complete.(a)100mm
6
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Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :250x16 mm
1
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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :100x10 mm
10
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Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.(a) Kiln seasoned and chemically treated hollock wood 35 mm thick
0.88
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Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : (a)Kiln seasoned and chemically treated hollock wood.(1) 35mm thick.
0.44
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Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. (Birla Putti ISI make)
21.7
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Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. (Asian Paints),complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge
45.95
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Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (Asian Paints)
10.85
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Applying priming coat with ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) (Asian Paints)
1.76
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade (A)Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (Asian Paints),complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge. (Asian Paints)
1.76
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Providing and fixing bright finished brass hard drawn hooks and eyes : (a) 150 mm
4
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Providing and fixing PVC water storage tank of ISI 12701 marked GI inlet and outlet connection 15 mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting up to all heights above ground level within all lead & lifts, complete in all respect as per direction of Engineer-in-charge. (A)2000 litres each.= 5 Nos x2000=(10,000) Litres Double layer having capacity( Sintix ISI Make Double Layer)
10000
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Providing and fixing M.S. grills 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. Square steel bars 10mmX10mm,complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge.
9.9
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Cement concrete 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size)complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge.
0.3
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