Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Eprocure
Opening Date22 Aug 2019
Closing Date6 Sep 2019
Tender AmountRefer Documents
Costs
EMD
₹ 50,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvement Augmentation Of Distribution System Under Lwss Palahi Lwss Bir Baghera And Lwss Mehlroo In Tehsil Sujanpur Distt. Hamirpur
Description
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Contact
Tender Id
2019_HPIPH_30992_1Bid Award Id
ViewTender No
2018-19/- 8969-9019Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
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Suspended floors, roofs, landings and shelves and their supports, balconies,beams, girders, bressumers and cantilevers upto all floor level complete involving acomplete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.
12.89
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10
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Providing and laying cement concrete M--30 (design mix) not less than 1 : 1.5 :3 Mix (1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .
-
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-
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In foundation, footings, basis of columns and the like and mass concrete complete as per direction and to the entire satisfaction of the Engineer-in-charge.
28.13
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10
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Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.
25.65
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10
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Floor three level to floor four level. as per the direction & to the entire satisfaction of the Engineer-in-Charge.
37.56
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10
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Columns & pillars , posts and struts [ square rectangular or polygonal in plan.]. From level to floor two level
12.06
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10
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Floor two level to floor three level. as per the direction & to the entire satisfaction of the Engineer-in-Charge.
8.21
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10
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In lintels,beams,girders,bressumers and centilevers up to floor to level as per the direction & to the entire satisfaction of the Engineer-in-Charge..
-
-
-
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Floor level to floor two level. as per the direction & to the entire satisfaction of the Engineer-in-Charge.
7.1
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10
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Floor two level to floor three level. as per the direction & to the entire satisfaction of the Engineer-in-Charge.
7.1
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10
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Floor three level to floor four level. as per the direction & to the entire satisfaction of the Engineer-in-Charge.
1.75
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10
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Arches upto floor two level.
-
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-
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Floor two level to three level as per the direction & to the entire satisfaction of the Engineer-in-Charge.
16.82
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10
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Floor three level to floor four level. as per the direction & to the entire satisfaction of the Engineer-in-Charge.
10.38
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10
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Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-
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Foundation,footings,basis of columns etc. & mass concrete.
36.69
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10
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Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness.
110.17
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10
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Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.
663.08
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10
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Columns,pillers,posts and struts,square,rectangular,polygonal and the like etc.
80.43
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10
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Columns,pillers,posts and struts,square,rectangular,polygonal and the like etc.Beyond 4.00 mtrs.
92.24
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10
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Beams, cantilevers, girders & lintels side & sofits of beam ,beam hauncings , cantilevers, bressumers & lintels not exceeeding 1.00 mtrs. Depth in all heights from the floor.
200.25
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10
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Prov.form work of ordinary timber plankings so as ti give a rough finish including centering, shuttering, strutting and propping etc. propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work:-
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-
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Arches upto 6.00 mtrs span
89.74
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10
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Arches upto 6.00 mtrs span Beyond 4.00 mtrs.
94.23
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10
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Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.
13668.35
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10
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Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge.
1197.05
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10
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Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials with in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge..
835.95
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10
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Providing & Fixing of SFRC manhole cover with frame having frames size of 500mm internal dia (Medium duty). The weight of cover and frame should not less than 100 Kg. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.
14
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10
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Laying jointing and testing in trenches (to level or grade) of GMS pipes of below mentioned diametre conforming to IS 1239-2001 (Latest upto date amendments) as specified, suitable to withstand required hydraulic test pressure including fixing of required number of bends of all degree , tee MS nuts and bolts as per IS 1369-1967 compressed asbestos fibre jointing gaskets sheet not less than 4.00 mm in thickness as per IS 2712-1998 including cost of MS flanges and welding complete in all respects . The laying of pipes shall conform to IS 5822-1994 as well as CPHEEO manual and will include all operations such as jointing including flushing, cleaning and hydrauliic testing complete in all respects to the entire satisfation of Enginner in Charge including entire carrirage of materials in all leads and lifts. ((Earth work in trenches will be measured and paid for separately.)
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GMS 100mm dia(MC) with flanged Tabe-5
100
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10
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GMS 80mm dia(MC) with flanged Tabe-5
53.44
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10
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GMS 65mm dia(MC) with flanged Tabe-5
42
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10
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GMS 50mm dia(MC) with flanged Tabe-5
63
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10
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Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint,In gratings framed guard bars,ladders, railling,brackets and similar work. & as per direction & to the entire satisfaction of the Engineer-in-Charge.
1216.3
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10
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Providing and fixing C.I. Sluice valves of following diameter Leader/Kirloskar make with hand wheel as per IS:780-1984 Class-I upto 300mm dia (incluidng brass spindle as per 2906-1984 Class-II for dia 300mm dia complete with bolts nuts, rubber insertion etc. (The tail piece if required shall be mesured and paid for separately) as per diection and to the entire satisfaction of the Engineer-in-charge.
-
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100mm dia
6
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10
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65mm dia
6
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10
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50mm dia
9
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10
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Manufacturing of following dia bends of all degrees manufactured from GMS pipes as per IS:1978-82. M.S. flanges Table-5 are to be provided on each joints conforming to IS:6392-1971 and welding of flanges as per IS:816-1969 with electrodes as per IS:814-1991 including requsite number of nuts and bolts as per IS:1369-1967 and asbestos fibre gasket sheet not less than 3mm as per IS:2712-1998 to the entire satisfaction of the Engineer-in-chage wiothin all leads and lifts.
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100mm dia
8
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10
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Construction of chamber for sluice valve, with C I surface box 100 mm top dia. ,160 mm bottom dia &180mm deep (inside) with chained lid RCC top 1:2:4 mix (1cement:2sand:4 graded stone aggregate 20mm nominal size ) 100mm thick foundation concrete 1:5:10 (1cement:5sand:10 graded stone aggregate 40mm nominal size) & inside plastering with cement mortor 1:3 (1cement:3 sand) finished with a floating coat of neat cement i/c curing complete 600x600x750mm inside size With 150mm thick walls of RCC 1:2:4 (1cement:2sand:4 graded stone aggregate 20mm nominal size ) complete with form work &reinforcement with 6mm bar not exceeding 150mm centre to centre both ways
19
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10
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Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.
40.29
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10
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Providing under layers for plinth protection of 75mm thick (un consolidated) bad dry brick/stone agg. 40mm nominal size will rammed & consolidated & grouted with fine sand including preparation of ground.
40.29
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10
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Providing and fixing of lightening conductor within all leads and lifts and as per direction of Engineer-in-charge.
2
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10
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Providing and fixing of water measurement gauge within all leads and lifts and as per direction of Engineer-in-charge.
2
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10
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Providing and fixing of sand cast/cast iron spun spogot and socket soil, waste and ventilating pipes with cowl of 100 mm nominal size complete within all leads and lifts and to the entire satisfaction of the Engineer-in-charge (Lead caulked joints to be measured and paid for separately)
2
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10
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Providing and fixing of flanged bell mouth alongwith puddle collars within all leads and lifts and as per direction of Engineer-in-charge.
4
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10
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Providing and supplying of Structural drawing and design of over head storage tanks of various capacities within all leads and lifts and as per direction of Engineer-in-charge.
2
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10
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Providing and supplying of soil testing report for bearing capacity of soil for over head storage tanks of various capacities.
2
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10
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