Temple Trust Shri Naina Devi Ji Tender
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Temple Trust Shri Naina Devi Ji Tender
Civil And Construction
Eprocure
Opening Date19 Jun 2018
Closing Date29 Jun 2018
Tender Amount₹ 6,27,210
Costs
EMD
₹ 11,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_NDTT_21194_2Bid Award Id
ViewTender No
TTND- Const(T)15(04)08/2018 Dt. 25.04.18Tender Authority
Temple Trust Shri Naina Devi Ji ViewPurchaser Address
-Website
http://hptenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing and laying cement concrete 1:6:12 (1 cement : 6Sand :12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. (a) Foundation and plinth.
2.38
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Random rubble masonry/ polygonal rubble masonry ( Uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth i/c levelling up with cement concrete 1:6: 12 ( 1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size ) in cement mortar 1:6 ( 1 cement : 6 sand ) in breast walls and retaining walls within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge..
42.71
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-
Providing and laying cement concrete 1:2 :4(1 cement : 2: Sand : 4graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work and reinforcement within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. (a) Foundation and plinth :
3.45
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-
Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the
same for insitu-reinforced concrete & plain concrete work in within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.( a) Flat surfaces such as soffits , of suspended floor roofs landing and the like (i) Floors etc. upto 200 mm in thickness. footing and bases of columns and mass concrete.
5.04
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-
(b) Vertical surfaces such as walls ( any thickness) partitions and like i/c attached pillarsters buttresses, plinth and string cources and like within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.
15.82
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-
Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work and reinforcement within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. ( a) Suspended floors , roofs landing and shelves and their supports balconies beams, girders bressummers and cantilever in all floor level as directe by the Engineer in charges.
3.92
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-
Providing mild steel/ Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor all level within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. (a) Tor steel
1251
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-
6mm cement plaster to ceiling in cement mortor 1: 4 (one cement :4sand ) complete upto floor all level within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.
10.64
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-
15 mm cement plaster in single coat on the rough side of brick /concrete /stone walls for interior plastrer upto all floor level i/c arrises internal rounded angles chamfers and or rounded angles not exceeding 80mm gorth and finished even and smooth within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. A) in cement mortor 1:6.
61.36
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Steel work welded in built up sections,including cutting , hoisting ,fixing in position and applying a priming coat of red lead paint.(a) In grating framed guard bars ladders ,railing brackets and similar workwith connecting plates or angle cleats as in main and cross beams,hip and jack rafters, purlins connected to common rafter and the like within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge..
2.97
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-
P/L red sand stone slab flooring 40mm averages thick on 20mm averages tk. Base of cement mortor 1:4. and laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab i/c rubbing and granite polish finish complete within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge..
98.12
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-
Painting two coats ( e/i priming coat ) on new steel and other metal surfaces with enamel paint to give wn even shade i/c cleaning the surface of dirt, dust and other foreign matter:- (a) With enamel paint other than white within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.
13.2
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Painting one coats ( e/i priming coat ) on previously painted steel and other metal surfaces with enamel paint to give wn even shade i/c cleaning the surface of dirt, dust and other foreign matter:- (a) With enamel paint other than white within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.
27
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Extra over item no 15. for one subsequent coat of paint (a) With enamel paint other than white within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.
27
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Finishing wall with weather proof exterior grade emulsion of approved design ( Apex ultima ) or its equarlied on undecorated wall surfaces ( two coats ) to give an even shade and final finish after thoroughly cleaning the surface to remove all dirt, dust and other foreign matter etc. i/c sand papering smooth complete within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge.
68.38
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Boulder filling dry hand packed as under floor within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge..
20.44
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-
P/fixing stainless steel railing in the of 1.05 meter height middle of path of approved drawing of using 304 grade and 16 gauge of vertical post 2.5 inch dia pipe @ 3 feet c/c and 2.5 inch dia pipe at top and 3 nos 1 inch dia pipe in between the post i/c embedding the vertical post 30 cm in the ground having 4 inch dia stainless steel plate 2 mm thickness within all meters leads and lifts as per direction and best satisfaction of Engineer -in-Charge. M.R. rate
31
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