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 Date4 Feb 2025
Closing DateCancelled
Tender Amount₹ 6,09,710
Costs
EMD
₹ 12,500Document Cost
₹ 350Tender Fee
Refer Documents
Summary
C/o Pump House And Laying Rising Main To Temple, Langar And Staff Quarters For Ttsndji Distt. Bilaspur (h.p.)
Description
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Contact
Tender Id
2025_NDTT_99324_1Tender No
TTND.Const (Temple) 15 (11) 33/24-25 283-291 Dated 24.01.25Tender 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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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and
reinforcement - All work up to plinth level within all lead & lifts ,complete in all respect as per the direction of Engineer-in-charge. (a) 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mmnominal size)
3.24
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement within all lead & lifts ,complete in all respect as per the direction of Engineer-in-charge. (a) 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size)
2.38
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).within all lead & lifts ,complete in all respect as per the direction of Engineer-in-charge.
4.55
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Centering and shuttering including strutting, propping etc. and removal of form for all heights within all lead & lifts ,complete in all respect as per the direction of Engineer-in-charge. (A) Foundations, footings, bases of columns, etc. for mass concrete
21.12
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Centering and shuttering including strutting, propping etc. and removal of form for :- within all leads and lifts as per direction and best satisfaction of Engineer-in - Charge. (a) Columns, Pillars, Piers, abutments posts and struts complte in all respect.
15.84
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Centering and shuttering including strutting, propping etc. and removal of form for :- within all leads and lifts as per direction and best satisfaction of Engineer-in - Charge. (a) Suspended floors, roofs landins balconies and access platform complete in all respect.
30.69
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Steel reinforcement for RCC work including stragthening, cutting bending ,placing in position and binding all complete upto plinth level work as required as per direction and best satisfaction of Engineer -in- Charge (a) Hot rolled deformed bars.
1122.39
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (a) In gratings, frames, guard bar, ladder,railings, brackets, gates and similar works complete in all respect within all leads and lifts as per direction and best satisfaction of Engineer- in Charge.
73.68
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Providing and Fixing 1 mm thick M.S. sheet door frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junction and corners, all necessary fitting complete including applying a primimg coat of approved steel primer :- Using M.S.angles 40x40x6 mm for diagonal basis complete in all respect within all leads and lifts as per direction and best satisfaction of Engineer- in Charge.
3.3
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Brick work using common burnt clay F.P.S. (Non modular) building bricks of class designation 7.5 in super structure above plinth level upto floor V in all shapes and sizes in (a) cement mortar 1:6 ( 1 cement : 6 sand ) using complete in all respect within all leads and lifts as per direction and best satisfaction of Engineer- in Charge. (a) Building bricks of class designation 7.50 in super-structure 2nd class.)
9.26
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6 mm Cement plaster to ceiling as per direction and best satisfaction of Engineer -in- Charge. ( a) In cement mortar 1: 3 ( 1 cement : 3sand) as per direction and best satisfaction of Engineer -in- Charge
26.01
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15 mm Cement plaster of single coat on the rough side of half brick wall of mix :- for interior plastering upto floor two level i/c arrises, internal rounded angles, chamfers and /or rounded angles not exceeding 80 mm in girth and finished even and smooth as per direction and best satisfaction of Engineer-in -Charge. (a) In Cement Mortar 1:6 ( 1 Cement : 6 Sand)
104.4
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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 as per direction and best satisfaction of Engineer -in- Charge ASIAN PAINT
130.41
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering within all leads and lifts, complete in all respect as per the direction of Engineer-in-charge. - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded
stone aggregate 20 mm nominal size)
1.09
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Painting with synthetic enemel paint of approved brand and manufacture of required colour to give an even shade, complete in all respect,within all leads and lifts, as per the direction of Engineer-in-charge. :-Two or more coats on new work.
6.84
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Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall within all leads and lifts, complete in all respect as per the direction of Engineer-in-charge. (a) 50 mm dia nominal bore Jindal "B" class hissar make
347
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end making good the within all leads and lifts, complete in all respect as per the direction of Engineer-in-charge. (a) 50 mm dia nominal bore Jaquor or Hindware unique make
18
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Making connection of G.I. union in G.I. distribution branch with G.I. main of following sizes by providing and fixing tee including cutting and threading the pipe etc.complete in all respect,within all leads and lifts, as per the direction of Engineer-in-charge.
14
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Making connection of G.I. unioun in G.I. pipe including cutting and threding the pipe and making long screws etc. complete (New work) within all leads and lifts, as per the direction of Engineer-in-charge.50 mm dia nominal bore (a) Jaquor or Hindware make
20
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Supplying and fixing centrifugal Electric Monosett pump 10 HP three phase i/c all accessories spindle , horizontal /radial split casing /end suction (black pullout arrangement )single/double /multi stage of platt /KSB/ BE /kirloskar as per BIs Is 1520-1980 with upto date amendments read with IS 9137-1978 or latest edition suitable for lifting water for under mentioned charactteristic with Bronze impeller /priming funnels, casing ring and shaft sleeved of bronze shaft of stainless steel with cast iron casing ,coupled directly through a flexible coupling on a common castiron /cast steel base plate (base plate (base plate to be framed from the nuable manufacture of the pumping unit only ) to spriling /squirrel ) cage screen protected drip proof induction motors /motors of standard make such as Crompton /NGEF /GEC/ semiman / Kirlosker/BHEL/ABBand suitable for operation on 415 (+-15% ) volts 50 cycles /Sec. 3 phase AC electric supply of 2900 rpm . tHE POWERS OF ELECTRIC MOTORS SHOULD BE ATLEAST +10 % in excess of the maximum powers required by the pump/ pumps in the operation range of (+10%) and (-15 % ) of the duty point head. The motors as per IS 325 IS 1978 with upto date amendments read with IS 900 1972 it should i/c cost of bearing . Nuts bolts and painting etc. should the requirement , complete in all respect within all leads and leads as per direction and satisfection of Engineer-in charge .(a) The product having discharge 12.5 LPS head 52 meter size 65x65 mm
1
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