Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date1 Jul 2023
Closing Date11 Jul 2023
Tender Amount₹ 19,04,348
Costs
EMD
₹ 36,100Document Cost
₹ 400Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HPIPH_75692_1Bid Award Id
ViewTender No
BLP-BLP-00736-NIT No. 7556-7655 dated 30/06/2023Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
Providing and laying cement concrete 1:4:8 (1cement:4sand:8 graded stone agg. 40mmnominal size) and curing complete excluding the cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-charge.
0.71
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Providing and laying cement concrete 1:5:10 (1cement:5sand:10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding the cost of form work in retaining walls, breast walls , the size of plum shall usually be 150 to 300mm as per HPPWD specification and to the entire satisfaction of the Engineer-in-charge.
12.05
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-
Providing and laying dam proof course 38mm thick with cement concrete 1:2:4 (1cement: 2sand: 4 graded stone agg. 12.50mm nominal size and curing complete in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
8.92
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Applying a coat of hot bitumen (mexphalt 80/100 equivalent) using 1.70 kg. per Sqm. on damp proof course after cleaning the surface with af loating piece of cloth lightly socked in Kerosene oil in all leads and lifts.
8.92
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Random rubble stone masonry coursed with hard stone of approved qualilty in foudnation and plinth including racking out of joints in CM 1:6 (1cement: 6sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
17.19
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Brick work using common burnt clay building bricks (2nd class) in super structure above plinth level upto floor two level in cement mortar 1:4 (1cement: 4 sand ) in all leads and lifts.
14.73
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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 centering, shuttering, strutting and propping etc. with wooden battens ballies, height of propping and cent ring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in:-
-
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Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness.
52.88
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-
Foundation, footing, bases of columns and the like and the mass concrete.
13.05
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-
Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.
173.8
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Columns, pillars, posts and struts.
30.16
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Beyond 4.00 mtrs
41.85
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Beam, cantievers,bressurmers and lintels not exceeding 1.00 mtr depth in all hiehgt from floor
46.8
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-
Providing and laying cement concrete work 1:2:4(1cement:2 sand: 4 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
-
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Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level.
4.63
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-
Lintels, beams, girders bressumers and cantilevers upto all floor level and to the enitre satisfaction of the Engineer-in-charge.
0.28
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Providing laying of tor steel reinforcement for RCC work including bending binding and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.
3064.15
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6mm cement plaster to ceiling inCM1:3 (1cement: 3sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
32.82
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20 mm cement plaster in single coat of rough side of brick/Concrerete /stone walls for interior plastering up to floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth CM 1:6 (1cement: 6sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
149.23
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Providing wood work in frames doors, windows and other frames wrought framed and fixed in position with second class deodar wood in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
0.21
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Providing and fixing wood panelled glazed or panelled and glazed shutters for doors, windows and clear storey 40mm thick windowsw including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
7.91
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Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and l
25.02
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Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other
25.02
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Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materia
347.5
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Providing and fixing aluminium handles 125mm
8
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Providing and fixing aluminium handles 100mm
8
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Providing and fixing aluminium tower bolts 200mmx10mm
4
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MS tower bolts (Barrel type) 150x10mm
12
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MS tower bolts (Barrel type) 100x10mm
4
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Slindng door bolts 250x16mm
2
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Providingand fixing MS round bars (16mm) in windows and ventilator in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
62.57
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Providing plinth protection 75mm thick iin cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg. 20mm nominal size) including entire carriage of material in all leads and lifts as per direction of the Engineer-in-charge.
11.44
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-
Providing plinth protection 50mm thick iin cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg. 20mm nominal size) including entire carriage of material in all leads and lifts as per direction of the Engineer-in-charge.
30.79
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-
Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete.
2
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Providing 40mm thick cement concrete flooring 1:2:4 (1cement: 2sand: 4 graded stone 20 agg. Nominal size laid in one layer finished with floating coat of neat cement and to the entire satisfaction of the Engineer-in-charge.
21.76
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Providing and laying cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.
1.1
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Providing and laying cement concrete 1:1½ :3 (1 cement: 1½ sand: 3 graded stone agg. 20mmnominal size) and curing complete excluding the cost of form work and reinforcement for RC work in :
-
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Foundation, footing, bases of columns and the like and the mass concrete.
4.49
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Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge Floor two level to floor three level
12.05
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Columns, pillars, struts upto floor two level and to the entire satisfaction of the Engineer-in-charge.
-
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Floor two level to floor three level
1.7
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Floor three level to floor four level
1.7
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Floor four level to floor five level.
2.01
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Lintels, beams girders bressumers and cantilevers up to floor two level.
-
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Floor two level to floor three level
3.16
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Floor three level to floor four level
0.51
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Arches upto floor two level.
-
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Floor two level to floor three level.
1.22
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Floor three level to floor four level
1.12
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Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level.
1.63
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-
Providing in RCC work smooth finishing of the exposed surface with cement moror 1:3 (1cement: 3sand) complete in all respect within all leads and lifts.
310.09
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Steel work welded in built up section including cutting, hoisting fixing in position and applying a priming coat of red lead paint in gratings framed guard, bars, ladders, railing brackets and similar works and to the entire satisfaction of the Engineer-in-charge.
482.7
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Laying jointing and GMS / MS pipe conforming to relevents BIS code of below mentioned diameter fully jointed with MS flanges of table-17 as per IS: 6392-1971 excluding the cost of excavationin treches compelte in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
-
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80 mm dia
62
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20mm dia
15.41
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Providing and fixing CI sluice valve of Leader make of 80mm dia (with hand wheel) as per IS: 780-1984 class-1 upto 300mm dia i/c brass spindle and as per 2906-1984 class-II for dia 300mm) complete with bolts, nuts, rubber insertion etc. (the tail piece if required shall be measured and paid for separately).
4
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Constructing chamber for sluice valve, with CI surface box 100mm top dia, 160mm bottom dia and 180mm deep (inside) with chained lid RCC top 1:2:4 mix (1cement: 2saand: 4 graded stone agg. 20mm nominal size) 100mm thick foundation concrete 1:5;10 mix (1cement:5sand: 10 graded stone agg. 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement: 3sand) finished with a floating coat of neat cement including 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 and reinforcement with 6mm bars at not exceeding 150mm centers both ways.
3
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Providing form work of ordinary timber plankings,so as to give a rough finishincluding centring, shuttering,strutting and propping etc. withwooden battens and ballies height of propping and centering below supporting floor two ceiling not exceeding 4 mtrs and removal of the same for insitureinforced concreteand plain (in Arches exceeding 6.00mtr span)
9.8
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Beyond 4 mtrs height
10.22
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Providing and fixing bends of required degree made from parent tubes conforming to relevant codes fully flanged with MS flange table-5 conforming to IS: 6392-1971 complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
-
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-
80mm dia
4
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Providing and fixing of below items required for OHSR complete in all respect and to the entire satisfaction of the Engineer-in-charge.
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Lightening conductor
1
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Water measurement gauge
1
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Vent pipe including CI cowl complete
1
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Flanged bell mouth along with puddle collars
2
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Expansion joints
2
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Structural designand drawing
1
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Soil testing report for bearing capacity of soil
1
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White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.
103.08
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Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size.
16
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Providing and fixing PVC pipe of ISI mark of 100mm dia for wheep holes as per direction and to the entire satisfaction of the Engineer-in-charge.
3.6
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Supplying and fixing of manhole cover (size 680x680) with MS sheet 2.00mm thick with hinges on MS angle iron frame 35x35x3mm supporting with 40x5mm MS flat with base frame 40x40x5mm duly welded and fixed in RCC slab with anchor bolt 12mmx150mm including cost of welding charges, carriage fixing and applying priming coat and locking arrangement complete in all respect and to the entire satisfaction of the Engineer-in-charge.
3
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Stone / boulder filling under floors/behind the retaining wall in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
3.77
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