Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Eprocure
Opening Date28 Jun 2021
Closing Date15 Jul 2021
Tender Amount₹ 3,45,34,134
Costs
EMD
₹ 3,77,850Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_HPIPH_49138_1Bid Award Id
ViewTender No
JHT-BLP-03-782Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
Random rubble masonery/ polygonal rubble masonary (un coursed brought to courses) with hard stones of approved quality in foundation and plinth i/c levelling up with cement concrete 1:6:12(1Cement: 6 Sand: 12 graded stone aggregate 20 mm nominal size) at plinth level in cement mortar 1:6 (1 Cement: 6 Sand) within all leads and lifts complete in all respect.
37.42
-
-
Providing and laying cement concrete 1:1.5:3(1Cement : 1.5 sand: 3 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in:-
-
-
-
Foundation, footing, bases of columns and the like & mass concrete.
2.86
-
-
Suspended floor, roofs, landing shelves and their supports balconies, beams, girders bressumers and cantilevers etc. up to all floor level in all leads and lifts.
2.55
-
-
Brick work using common burnt clay building bricks with CM 1:6 (1 cement: 6 sand) in fouindation and plinth level upto floor two level (IInd class) bricks in all leads and lifts.
2.83
-
-
Brick work using common burnt clay building bricks with CM 1:6 (1 cement: 6 sand) in superstructure above plinth level upto floor two level (IInd class) bricks in all leads and lifts.
39.31
-
-
Providing & Fixing pressed steel doors / windows frame manufactured from commercial mild steel of 1.25 mm thickness including hinges, jump lock jamb, beed & if required angle threshold of mild steel angle of section 50 x 25mm or base ties of 1.25 mm pressed mild steel welded or regidly fixed together by mechanical means, adjustable lugs with spilt & tails to each jamb including steel butt hinges 2.5 mm thick with guards, lock strike plare & after pretreatment of the surface as directed by Engineer-In-Charge.
76.85
-
-
Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clerestory 40mm thick window including bright finished black enameled iron butt hinges with necessary screws. 2nd class deodar wood 40mm thick in all leads and lifts:-
18.18
-
-
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 and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:-
-
-
-
Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillars, buttresses, plinth & string courses etc. up to 4.00 metre height for vertical surface.
2.94
-
-
Flat surfaces such as soffits of suspended floors, roofs, landing and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-Charge.
139.6
-
-
Providing and laying cement concrete 1:2:4 (1cement: 2 sand: 4graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for RCC work in all leads and lifts:-
-
-
-
Beams, cantilevers, girders and lintels, sides and soffits of beams, beam haunchings, cantilievers, bressumers and lintels not exeeding 1 mtrs in depth in all heights from floor to all depth.
1.55
-
-
Suspended floor, roofs, landing shelves and their supports balconies, beams, girders bressumers and cantilevers etc. up to all floor level in all leads and lifts.
13.67
-
-
Providing mild steel/tor steel reinforcement for RCC work including cutting bending, binding and placing in position complete upto floor two level.
1472.31
-
-
Steel work welded in built up sections, trusses and framed work including cutting, hoisting and fixing in position and applying a priming coat of red lead paint in rolled steel joists wi or with out stiffners in grillage ( the weight of stiffners shall be added to the weight of joists) and to the entire satisfaction of the Engineer-in- charge.
0.63
-
-
Half brick masonery in common burnt clay building bricks in cement mortar 1;4 (1 cement :4sand) second class bricks complete in all respect as per direction of Engineer in charge.
5.41
-
-
Pointing on brick work with cement mortar 1:3 ( 1 cement : 3 sand) in all leads and lifts and to the entire satisfaction of the Engineer in Charge.
110.94
-
-
Providing and laying brick tiles over mumty roof grouted with cement mortar 1:3 ( 1 cement : 3 sand) over 12 mm layer of cement mortar 1:3 ( 1 cement : 3 sand) & finished with neat cement over RCC slab ( sloped portion).
12.48
-
-
6 mm thick cement plaster to ceiling in Cement Mortar 1:3 (1 cement : 3 sand) in all leads and lifts.
96.78
-
-
15 mm cement plaster in single coat of rough sides of bricks/concrete/ stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6 sand) in all leads and lifts.
129.03
-
-
20mm thick cement plaster in single coat on rough side of brick/ concrete/ stone masonry for interior plastering up to floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth in CM 1:6 (1cement:6sand) with in all leads and lifts.
16.12
-
-
Providing and fixing MS grill work of required pattern in wooden/ steel frames of windows etc. with MS flat square or round bars with round headed bolts and nuts and necessary screws plain grills
70.55
-
-
Providing and fixing wire gauge shutters using galvanised MS wire gauge of IS gauge designation 85 G with wire of dia 0.56 mm for doors windows,and clerestorey windows including bright finished black enemelled iron hinges with necessary screws. 40 mm thick 2nd class deodar wood.
14.64
-
-
Stone/boulder filling under floors / behind retaining walls in all leads and lifts.
17.86
-
-
Providing under layer for plinth protection of 75 mm thick ( unconsolidated) bed dry brick / stone aggregate 40 mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground.
9.19
-
-
Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 cement: 3 sand : 6 graded stone aggregate 20 mm nominal size) & curing complete with in all leads and lifts .
24.56
-
-
Constructing course rubble hammer dressed U shape open surface drain with side wall 15 x 22 cm in cement mortar 1:6 ( 1 cement: 6 sand) and inside plastering with cement mortar 1:3 ( 1 cement: 3 sand) including earth work and laying of 10 cm cement concrete 1:5:10 ( 1 cement: 5 sand: 10 graded stone aggregate 40 mm nominal size) and finished with a floating coat of neat cement complete in all leads and lifts as per the direction of the Engineer in Charge.
34.15
-
-
Providing 40X3mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embeding in cement mortar block 30X10X15cm 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) and curing complete in all leads and lifts.
42
-
-
Providing and fixing M.S.fan clamp type -1 of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C slab during laying including painting the exposed portion of loop,all as per standard design complete with in all leads and lifts.
2
-
-
Hirmachi colour wash on undecorated wall surface (Two coats) to give an even shade including throughly brooming the surfaces to remove all dirt, dust, mortar drops and loose scale of hiemchi wash and other foreign matter.
44.13
-
-
White washing with lime on undecorated wall surfaces (two coats) to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter in all leads and lifts.
128.28
-
-
Distempering(two coat) with oil bound washable distemper of approved brand and manufature and of required shade,on undecorated wall surfaces to give an even shade,after thoroughly brushing the surface clean of all grease,dirt,loose pieces of scales and also including preparing the surface even and sand papered smooth complete in all respect as per direction of Engineer in charge complete in all respect including all leads and lifts.
84.03
-
-
Finishing wall with water proofing cement paint of approved brand and manufacture 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.
16.12
-
-
Providing and fixing anodized aluminium sliding door bolt anodeized colour and shade with bolts and nuts , screw etc.complete. ( 250x16mm.)
3
-
-
Providing & fixing aluminium tower bolts (barrel type) anodized transparent or dyed to required shade and colour with screws etc. complete in all leads and lifts 200x10mm with in all leads and lifts.
48
-
-
Providing and fixing aluminium handles anodised, transparent or died to required shade with necessary screws complete in all respect 100 mm in all leads and lifits.
30
-
-
Applying priming coat over new steel and other metal surfaces after and including preparing the surface by throughly cleaning oil ,grease , dirt and other foreign matters , sand papering and knotting etc.complete with ready mixed priming paint etc. in all leads and lifts.
11.16
-
-
Painting two coats(excluding priming coat) on new steel and other metal surfaces with enamel paint other than white to give an even shade including cleaning of all dirt , dust and oher foriegn matter .
11.16
-
-
Applying priming coat over new wood and other wood based surfaces after and including preparing the surface by throughly cleaning oil grease , dirt and other foreign matters , sand papering and knotting etc.complete with ready mixed priming paint etc. in all leads and lifts.
12.78
-
-
Painting two coats (excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to given and even shade including cleaning of all dirt,dust and other foreign matter sand papering and stopping with ready mixed paint other that white in all leads and lifts.
37.08
-
-
Providing and laying terrazzo tile flooring with terrazzo tiles 20 mm thick with marble chips of specified sizes laid in floors , treads of steps and landings on a bed of 25 mm average thickness of cement mortar 1:6 ( 1 cement: 6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles wherever required including rubbing and polishing complete with in all leads and liftys as per the direction of the Engineer in Charge.
35.48
-
-
Providing and laying cement concrete flooring 1:2:4 ( 1 cement:2 sand:4 stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement 40mm thick.
13.5
-
-
.B.C/o. RCC Storage Tanks 53600 Litre , 25600 Litre and 19800 Litre capacity respectively
Excavation infoundation and trenches etc. in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming and dressing where ever required complete in all respect.
-
-
-
Pick jumper work 50% each
69.16
-
-
Providing and laying cement concrete 1:3:6 ( 1 cement: 3 sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-Charge.
2.73
-
-
Providing and laying cement concrete 1:4:8 ( 1 cement: 4 sand: 8 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-Charge.
2.98
-
-
Providing and laying cement concrete 1:1.5:3(1Cement : 1.5 sand: 3 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in:-
-
-
-
Foundation, footing, bases of columns and the like & mass concrete.
12.78
-
-
Walls (any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth, & string courses etc. from top of found level upto floor two level.
26.43
-
-
Suspended floor, roofs, landing shelves and their supports balconies, beams, girders bressumers and cantilevers etc. up to all floor level in all leads and lifts.
2.82
-
-
Arches up to floor two level
2.22
-
-
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 and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:-
-
-
-
Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillars, buttresses, plinth & string courses etc. up to 4.00 metre height for vertical surface.
239.08
-
-
Flat surfaces such as soffits of suspended floors, roofs, landing and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-Charge.
16.14
-
-
Providing form work of ordinary timber plankings so as to give a fair finish including centering, shuttering, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:-
-
-
-
Arches up to 6.00 metre span
22.23
-
-
Providing RCC work smooth finishing of the exposed surfaces with cement mortor 1:3 ( 1 cement:3 sand) in all respect in all leads and lifts
238.05
-
-
Providing mild steel/tor steel reinforcement for RCC work including cutting bending, binding and placing in position complete upto floor two level.
3412.23
-
-
Steel work welded in built up sections, trusses and framed work including cutting, hoisting and fixing in position and applying a priming coat of red lead paint in grating,framed,guards, bars,ladders, ralling brackets and similar works and to the entire satisfaction of the Engineer-in- charge.
151.11
-
-
Laying ,jointing and testing in trenches galvanised mild steel tube of medium grade screwed and socketted complete with tube fittings such as bends,tees,air valves, etc. of 100 mm dia complete as per direction and to the entire satisfaction of Engineer-in charge.
63
-
-
Providing and fixing double flanged cast iron sluice valve of 100 mm dia and class PN-1.00 as per IS:14846 of Leader/Kirloskar/Kartar make including MS flange of Table- 17 as per IS: 6392-1971 with welding of MS flanges in requisite layer on both faces including carriage complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge.
12
-
-
Providing & Fixing of Man hole cover (size 680X680) with M.S sheet 2.00 mm thick with hinges on MS. angle iron frame 35x35x3mm supporting with 25x5mm MS flat with base frame 40x40x5mm duly welded and fixed in RCC slab with anchor bolt 12mmx150mm i/c cost of welding charges,carriage fixing and applying priming coat and locking arrangement complete in all respect as per entired satisfiction of engineer in charge.
6
-
-
Constructing chamber for sluice valve, with CI surface box 100mm top dia. 160mm bottom dia & 180 mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement: 2 sand: 4 grade stone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1 cement: 5 sand : 10 graded stone aggregate 40mm nominal size) & inside plastering with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of nead cement i/c curing complete.
600x600x750mm inside size with 150mm thick walls of RCC 1:2:4 (1 cement: 2 sand: 4 grade stone aggregate 20mm nominal size) complete with form work & reinforcement with 6mm bars not exceeding 150mm centre to centre both ways.
6
-
-
C.C/O. Raw Water Tank 161700 Litre capacity , Sedimentation Tank 40900 litre capacity , Filter Bed 3 units & Clear water tank 154000 litre capacity
Excavation infoundation and trenches etc. in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming and dressing where ever required complete in all respect.
-
-
-
Pick jumper work 50% each
519.64
-
-
Providing and laying cement concrete 1:4:8 ( 1 cement: 4 sand: 8 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-Charge.
22.01
-
-
Providing and laying cement concrete 1:3:6 ( 1 cement: 3 sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-Charge.
16.34
-
-
Providing and laying cement concrete 1:1.5:3(1Cement : 1.5 sand: 3 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in:-
-
-
-
Foundation and plinth
2.55
-
-
Foundation, footing, bases of columns and the like & mass concrete.
62.76
-
-
Walls (any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth, & string courses etc. from top of foundation level upto floor two level.
90.42
-
-
Suspended floor, roofs, landing shelves and their supports balconies, beams, girders bressumers and cantilevers etc. up to all floor level in all leads and lifts.
2.92
-
-
Arches up to floor two level
11.39
-
-
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:-
-
-
-
Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillars, buttresses, plinth & string courses etc. up to 4.00 metre height for vertical surface.
937.94
-
-
Flat surfaces such as soffits of suspended floors, roofs, landing and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-Charge.
4.52
-
-
Providing form work of ordinary timber plankings so as to give a rough finish including centering, shuttering, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:-
-
-
-
Arches up to 6.00 metre span
113.9
-
-
Providing RCC work smooth finishing of the exposed surfaces with cement mortor 1:3 ( 1 cement:3 sand) in all respect in all leads and lifts
940.38
-
-
Providing mild steel/tor steel reinforcement for RCC work including cutting bending, binding and placing in position complete upto floor two level.
13885.24
-
-
Steel work welded in built up sections, trusses and framed work including cutting, hoisting and fixing in position and applying a priming coat of red lead paint in grating,framed,guards, bars,ladders, ralling brackets and similar works and to the entire satisfaction of the Engineer-in- charge.
163.67
-
-
Laying ,jointing and testing in trenches galvanised mild steel tube of medium grade screwed and socketted complete with tube fittings such as bends,tees,air valves, etc. of 100 mm dia complete as per direction and to the entire satisfaction of Engineer-in charge.
69
-
-
Providing and fixing double flanged cast iron sluice valve of 100 mm dia and class PN-1.00 as per IS:14846 of Leader/Kirloskar/Kartar make including MS flange of Table- 17 as per IS: 6392-1971 with welding of MS flanges in requisite layer on both faces including carriage complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge.
13
-
-
Constructing chamber for sluice valve, with CI surface box 100mm top dia. 160mm bottom dia & 180 mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement: 2 sand: 4 grade stone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1 cement: 5 sand : 10 graded stone aggregate 40mm nominal size) & inside plastering with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of nead cement i/c curing complete.
600x600x750mm inside size with 150mm thick walls of RCC 1:2:4 (1 cement: 2 sand: 4 grade stone aggregate 20mm nominal size) complete with form work & reinforcement with 6mm bars not exceeding 150mm centre to centre both ways.
4
-
-
Providing & Fixing of Man hole cover (size 680X680) with M.S sheet 2.00 mm thick with hinges on MS. angle iron frame 35x35x3mm supporting with 25x5mm MS flat with base frame 40x40x5mm duly welded and fixed in RCC slab with anchor bolt 12mmx150mm i/c cost of welding charges,carriage fixing and applying priming coat and locking arrangement complete in all respect as per entired satisfiction of engineer in charge.
7
-
-
Precast concrete block masonry in partitions walls 10 cm thick with solid blocks of approved size i/c quion blocks closers etc. made of cement concrete 1:3:6 ( 1 cement: 3 sand: 6 graded stone aggregate 40 mm nominal size ) in cement mortar 1:6 ( 1 cement: 6 sand) in all leads and lioofts
100.86
-
-
Providing and placing filter media in horizontal layer duly graded,screened, washed and cleaned as per specification complete in all respects and in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
-
-
-
Top Layer Fine sand (Effective size 0.20 mm to 0.40 mm & uniformity coefficient (2.00 to, 3.00) mm
75.65
-
-
Fourth Layer coarse sand 3 mm to 6 mm
30.26
-
-
Third layer Bajari 6 mm to 20 mm
10.09
-
-
2nd layer Bajari 20 mm to 25 mm
10.09
-
-
Bottom Layer Broken stone 50 mm
15.13
-
-
D.C/O. RCC DYKE 4.50 Metre Height
Excavation in foundation and trenches etc. in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming and dressing where ever required complete in all respect.
-
-
-
Pick jumper work with dewatering
1162.5
-
-
Providing and laying cement concrete 1:3:6 ( 1 cement: 3 sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-Charge.
30
-
-
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:-
-
-
-
Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillars, buttresses, plinth & string courses etc. up to 4.00 metre height for vertical surface.
930
-
-
Providing and laying cement concrete 1:1.5:3(1Cement : 1.5 sand: 3 graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in:-
-
-
-
Walls (any thickness but not less than 0.10 mts. Thickness) attached pillasters, buttresses plinth, & string courses etc. from top of found level upto floor two level.
186
-
-
Earth work and filling in foundation and plinth as per the direction and to the entire satisfaction of the Engineer in Charge.
976.5
-
-
Providing mild steel/tor steel reinforcement for RCC work including cutting bending, binding and placing in position complete upto floor two level.
20460
-
-
E.P/F Fencing Panel & Barbed wire fencing around the head works & Storage Tanks
Excavation in foundation and trenches etc. in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming and dressing where ever required complete in all respect.
-
-
-
Pick jumper work
34.61
-
-
Providing and laying cement concrete 1:6:12 ( 1 cement:6 sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all depths and to the entire satisfaction of the Engineer-in-Charge.
10.8
-
-
Providing and laying cement concrete 1:4:8 ( 1 cement: 4 sand: 8 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads & lifts and to the entire satisfaction of the Engineer-in-Charge.
23.81
-
-
Brick work using common burnt clay building bricks with CM 1:6 (1 cement: 6 sand) in superstructure above plinth level upto floor two level (IInd class) bricks in all leads and lifts.
9.73
-
-
Providing and fixing of fencing panel of size 1.50x1.20 mtrs. of Jalli 25x25 mm mesh welded to MS black tube 32 mm dia of 14 gauge thick with M.s. flat cover 20x3 mm, welded all around the pipe panel two layers on both sides and providing hold fast 7 nos made out of MS flat 32x5 mm thickness including cutting, welding,painting with red oxide paint complete in all respect and as per direction of Engineer-in-charge.
93
-
-
20mm thick cement plaster in single coat on rough side of brick/ concrete/ stone masonry for interior plastering up to floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth in CM 1:6 (1cement:6sand) with in all leads and lifts.
147.73
-
-
White washing with lime on undecorated wall surfaces (two coats) to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter in all leads and lifts.
147.73
-
-
Steel work welded in built up sections, trusses and framed work including cutting, hoisting and fixing in position and applying a priming coat of red lead paint in grating,framed,guards, bars,ladders, ralling brackets and similar works and to the entire satisfaction of the Engineer-in- charge.
31.55
-
-
Painting two coats(excluding priming coat) on new steel and other metal surfaces with enamel paint other than white to give an even shade including cleaning of all dirt , dust and oher foriegn matter with in all leads & lifts.
122.9
-
-
Steel work in single section i/c cutting hoisting and fixing in position and applying a priming coat of red lead paint in R S joints, Channel angles and tees for fencing posts with in all leads and lifts and as per direction of the Engineer in charge.
1666.49
-
-
Providing and fixing galvanised steel barbed wire (IS 278-1962 Type-I) weighing 9.38 Kg per 100 mtrs minimum) straining and fixing to any type of standard rails straing bolts i/c securing with and provision mild steel wire staples or steel pins etc. As direct (posts and struts of steel and straining bolts shall be paid for separately with in all leads and lifts as per direction of the Engineer-In-Charge.
300
-
-
Provision for structural design & drawing ( after asertaining the safe bearing capacity of the site) the architectural drawings, structural design and drawing of storage tanks and other components & getting them approved from the competent authority.
(Components i.e. storage tank of various capacity, raw water tank, sedimentation tank, filter beds, clear water tank etc.)
1
-
-
Schedule A2 -Pumping Machinery and Electrical works
Providing/Installation, erection, testing and commissioning of star rated energy efficient Mono Submersible pumping set of KSB/Calama/ Johnstion/ Crompton/BS/ SABAR/ Oswal/ Kirloskar make conforming to latest relevant BIS Code . The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP & 2900 RPM or as per manufacturer's specifications of reputed make confirming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. Discharge:- 6.90 LPS per set, Total dynamic head :- 34.39 metre, LWL in sump well :- 491.40 metre, Residual head:- 3 metres, Static head:- 28.60 metre, Dia of Rising Main:- 100 mm , Length of Rising Main:- 125 Rmt, Pumping Hours:- 8 hours, Coupling and base plate :- 2 sets, Turbidity :- less than 50 NTU, Temprature 20 degree to 45 degree centigrade.Limits of total head :- (-) 15% to (+) 10%
2
-
-
Providing, fixing testing and successfully comissioning of floor mounted soft starter suitable for the pumping machinery of Crompoton Greaves / Siemens / L& T / ABB/ Allen Bradley duly certified by CE/UL/CSA suitable for motor operating in 200-480 VAC 3 phase Ambient temperature 25 degree to 60 degree cel. Ramp up time 0-20 second . inbuilt by pass system duly certified by CE/UL/CSA fully programmable including panel board with accessories and MCCB of reputed make with Ammeter,Voltmeter meter push button and single phase preventor complete. All digital display connected with motor etc. and all other connections needed to make the motor pump run successfully all as per the direction of Engineer in charge complete in all respects. The equipment supplied should be compatible / upgradable for use in future automization of the scheme with below mentioned technical specifications of soft panel / soft starter providing and fixing in position at site these accessories complete in all respect in all leads and lifts and carriage of material.
2
-
-
Providing ICTP Main Switch with HRC fuses / side handled operated change over switch of L&T / crompton/ stanadards/ Havells make of 63 ampere capacity operational rating as per IS 4064(part II) 1978 with up to date amendments)
1
-
-
Providing and fixing double flanged Cast iron sluice valve of Leader/Kirloskar/ Kartar make class PN 1.00 of 125 mm dia capable of withstanding the normal seat pressure of 10.20 Kg/cm2 as per IS: 780-1984 with up to date amendments complete in all respects.
1
-
-
Providing and fixing double flanged Cast Iron reflux valve Leader/Kirloskar make 125 mm dia class PN 1.00 capable of withstanding the normal seat pressure 10.20 kg/cm2 as per BS: 780-1984 with up to date amendments .
1
-
-
Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable ( one cable carrying all the three phases) of size and capacity to and all other electrical equipments as per IS: 1554 (P-I)1988 or latest with upto date amendments of Siemens/ IEC/ICC/ make from metre of HPSEB to MCB and from MCB to bus bar switch and starter including all other accessories such as thimbles, flexible, pipes solder, nuts and bolts, cable glands etc. laid in pipes or trenches under floor.
1
-
-
Motor side: 2.50 mm2 size.
-
-
-
Supply side: 4.00 mm2 size
-
-
-
Providing and fixing of PVC joint less flat water proof cable as per BIS 694-1990 latest with up to date amendments suitable for the pump sets offered from MCB to motor including all other electrical equipments/ accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands etc. laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities & in case of non acceptance by HPSEB authorities same shall be replaced by the bidder.
1
-
-
Providing and fixing double loop earthing with copper strips & copper plate 600 x600x3 mm thick complete with material such as thimbles, nuts and bolts, charcoal and common salt, 25mmx3mm copper strips, digging of pits & G.I. wire as per IS: 3043-1987 with up to date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect.
1
-
-
Providing and fixing circular dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0- 11 Kg/cm2
2
-
-
Providing and fixing double flanged GMS piping network for suction and delivery pipes suitable to pumps offered and common header as per the rising main respectively complete with all specials such as rappers, flanges, rubber gaskets minimum 3 mm in thickness as per IS 2712-1979, nuts and bolts as per IS:1364-1983, bends ,tees reducers/ increasers with companion flanges matching with the relevant specifications of the accessories as per drawing up to 5 metre away from the outer wall of pump houses. The pipes shall be as per relevant IS Code and to withstand 1.5 times total head stipulated.The size of various components are as under:-
1
-
-
Suction pipe 125 mm dia M.C Minimum length= 5 metre
-
-
-
Delivery pipe 100 mm dia H.C Minimum length= 10 metre
-
-
-
Common header 80 mm dia H.C Minimum length = 10 metre
-
-
-
The GMS tube confirming to IS :- 1239-2004 part-I Medium class flanged with MS flanges of table 17 in suction pipe and heavy class flanged with MS flanges of table 17 in delivery side and common header.
-
-
-
IST STAGE
Providing & Installation of horiontal spindle horizontal split casing / end suctions (back pull out arrangement ) single /double/multistage centrifugal pump or combination of pump in series of Mather and Platt / KSB/Kirloskar / Crompton / BS make as per BIS 1520-1980 with up to date amendments, read with IS:9137-1978 or latest edition suitable for lifting clear water . The pump should be fitted with bronze impellers of suitable alloys, priming funnels , casing rings, shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on MS/ Cast steel base plate ( base plate to be provided from the manufacturer,s of the pumping unit only) to slippering type drip proof induction motor of standard make such as Kirloskar/Crompton/ BHEL confirming to BIS 9238-1979 latest with up to date amendments and suitable for operation on 400 (+/-) 10% volts, 50 cycles / second, three phase AC electric supply. The power of electric motor should be atleast 10% in excess of the maximum power required by the pump in the operation range of + 10% and - 15% of the duty point head. The motor should be as per IS 325-1978 with up to date amendments.The pump set should suitable for operation on data given below:-Discharge:- 6.90 LPS per set, Total dynamic head :-336.57 metre, LWL in sump well :- 510.15 metre, Shaft level:- 510.15 metre , Level at discharge point :- 735 metre , Residual head:- 3 metres, Static head:- 224.85 metre , Dia of Rising Main:- 100 mm , Length of Rising Main:- 6600 Rmt, Pumping Hours:- 8 hours, Coupling and base plate :- 2 sets, Turbidity :- less than 50 NTU, Temprature 20 degree to 45 degree centigrade.
2
-
-
Providing, fixing testing and successfully comissioning of floor mounted soft starter suitable for the pumping machinery of Crompoton Greaves / Siemens / L& T / ABB/ Allen Bradley duly certified by CE/UL/CSA suitable for motor operating in 200-480 VAC 3 phase Ambient temperature 25 degree to 60 degree cel. Ramp up time 0-20 second . inbuilt by pass system duly certified by CE/UL/CSA fully programmable including panel board with accessories and MCCB of reputed make with Ammeter,Voltmeter meter push button and single phase preventor complete. All digital display connected with motor etc. and all other connections needed to make the motor pump run successfully all as per the direction of Engineer in charge complete in all respects. The equipment supplied should be compatible / upgradable for use in future automization of the scheme with below mentioned technical specifications of soft panel / soft starter providing and fixing in position at site these accessories complete in all respect in all leads and lifts and carriage of material.
2
-
-
Providing ICTP Main Switch with HRC fuses / side handled operated change over switch of L&T / crompton/ stanadards/ Havells make of 200 Ampere capacity operational rating as per IS 4064(part II) 1978 with up to date amendments)
2
-
-
Providing and fixing double flanged Cast iron sluice valve of Leader/Kirloskar/ Kartar make class PN 1.00 of 125 mm dia for the suction pipe capable of withstanding the normal seat pressure of 10.20 Kg/cm2 as per IS: 780-1984 with up to date amendments complete in all respects.
2
-
-
Providing and fixing double flanged Cast Steel sluice valve Leader/Kirloskar/KSB make 100 mm dia. for the delivery line of the pump of class ASA 300 capable of withstanding the normal seat pressure 52 kg/cm2 as per BS: 1414/ API 600 with up to date amendments .
2
-
-
Providing and fixing double flanged Cast Steel reflux valve of Leader/Kirloskar/KSB make 100 mm dia delivery having bypass arrangement on the delivery line of the pump of class ASA 300 and capable of withstanding the normal seat pressure 52 kg/cm2 as per BS: 1868/API 600 with up to date amendments.
2
-
-
Providing and fixing double flanged Cast Steel Non Return valve of Leader/Kirloskar/KSB make 100 mm dia for rising main of class ASA 300 and capable of withstanding the normal seat pressure 52 kg/cm2 as per BS: 1868/API 600 with up to date amendments ( Total head i/c water hammer effect= 338.80 metre).
1
-
-
Providing and fixing circular dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0- 52 Kg/cm2
2
-
-
Providing and fixing double flanged GMS piping network for suction and delivery pipes suitable to pumps offered and common header as per the rising main respectively complete with all specials such as rappers, flanges, rubber gaskets minimum 3 mm in thickness as per IS 2712-1979, nuts and bolts as per IS:1364-1983, bends ,tees reducers/ increasers with companion flanges matching with the relevant specifications of the accessories as per drawing up to 5 metre away from the outer wall of pump houses. The pipes shall be as per relevant IS Code and to withstand 1.5 times total head stipulated.The size of various components are as under:-
1
-
-
Suction pipe 125 mm dia M.C Minimum length= 5 metre
-
-
-
Delivery pipe 100 mm dia H.C Minimum length= 10 metre
-
-
-
Common header 80 mm dia H.C Minimum length = 10 metre
-
-
-
The GMS tube confirming to IS :- 1239-2004 part-I Heavy class flanged with MS flanges of table 28 in suction pipe and heavy class flanged with MS flanges of table 28 in delivery side and common header.
-
-
-
Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable ( one cable carrying all the three phases) of suitable size and capacity to and all other electrical equipments as per IS: 1554 (P-I)1988 or latest with upto date amendments of Siemens/ IEC/ICC/ make from metre of HPSEB to MCB and from MCB to bus bar switch and starter including all other accessories such as thimbles, flexible, pipes solder, nuts and bolts, cable glands etc. laid in pipes or trenches under floor.
1
-
-
Motor side: 16 mm2 size
-
-
-
Supply side: 35 mm2 size
-
-
-
Providing and fixing double loop earthing with copper strips & copper plate 600 x600x3 mm thick complete with material such as thimbles, nuts and bolts, charcoal and common salt, 25mmx3mm copper strips, digging of pits & G.I. wire as per IS: 3043-1987 with up to date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect.
1
-
-
Schedule A3 - Rising Main Excavation infoundation and trenches etc.(including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming and dressing where ever required including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect.
-
-
-
Pick /jumper work
4152.69
-
-
Pick Work
1795.58
-
-
Providing, laying, jointing and testing in trenches of galvanised MSERW bevelled edge flanged/Butt welded pipe including cost of flanged bends of all degrees conforming to IS/ISO:3183-2007 of grade L 210 or A as per dimensions, weight and test pressure mentioned there in code in random lengths of 4 to 6 mtrs including the cost of babrication of bends by butt welding from parent tube as required at site. MS flanges are to be provided 5% of joints as per table given below confirming to IS 6392-1971 and remaining joints shall be welded joints by considering minimum three layers and welding of pipes will be as per IS:816-1969 with electrodes as per IS:814-1991 of make Adwani /Orelon (Adore) /ESAB. The welding of flnages to be done on both faces in two layers on outer face & one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipe shall confirm to IS: 5822-1994 and as per CPHEEO manual. The laying will include all operations such as cutting welding and jointing including flushing cleaning and hydraulic testing complete in all respect to the entire satisfaction of the Engineer-in-charge including entire carriage of materials (earth work in trenches, flanged joint and butt welded joints except in bends to be measured and paid for separately) The pipes and specials shall have zinc coated ( out side & inside) as per BIS-4736, the galvanization shall be done by the manufacturing firm itself complete in all respect.
-
-
-
Ist Stage 100 mm dia GMSERW pipe IS/ISO:3183-2007 grade L210 or A having wall thicthness 4.80 mm (RD 0/0 to 2550) flange Table 28.
2550
-
-
Ist Stage 100 mm dia GMSERW pipe IS/ISO:3183-2007 grade L210 or A having wall thicthness 4.80 mm (RD 2550 to 6210) Flange Table 17.
3660
-
-
Laying jointing in trenches and testing ( to be leveled to grade) GMS pipe confirming to IS 1239-2001 jointed with 5% of total joints flanged conformimg to IS: 6392-1971 (latest upto date amendements) and remaining joints provided with circumferential butt welded joints by considering minimum three layers and welding of flanges with pipes as per IS: 816-1969 with electrod as per IS: 814-1991 including required number and size of nuts and bolts as per 1369-1967 and compressed asbestos fiber jointing gaskets not less than 3mm in thickness as per IS: 2712-1998. The welding of flnages to be done on both faces in two layers on outer face & one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipe shall confirm to IS: 5822-1994 and as per CPHEEO manual. The laying will include all operations such as cutting welding and jointing including flushing cleaning and hydraulic testing complete in all respect to the entire satisfaction of the Engineer-in-charge including entire carriage of materials. Pipe will be measured for straight length only. (Earth work in trenches & MS flanges and butt welding joints will be measured and paid for spearartely).
-
-
-
Booster Stage
-
-
-
Booster stage :- GMS Pipe 100 mm dia ( heavy class) of wall thickness 5.40 mm flange table 5 from RD 0/0 to 125
125
-
-
Ist Stage : GMS Pipe 100 mm dia ( heavy class) of wall thickness 5.40 mm flange table 5 from RD 6210 to 6600
390
-
-
GMS Pipe 50 mm dia ( heavy class) of wall thickness 4.50 mm flange table 17 from RD 0/0 to 630
630
-
-
GMS Pipe 50 mm dia ( heavy class) of wall thickness 4.50 mm flange table 5 from RD 630 to 910
280
-
-
Providing circumferencial Butt welded joints by electrical arc welding to MSERW pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.50 mm to 6.30 mm of Advani , Oerlikon (Adore)-CITOJET/ESAB make conforming to IS:814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
-
-
-
GMSERW pipe 100 mm dia
983
-
-
Providing circumferencial Butt welded joints by electrical arc welding to various dias GI pipe medium / heavy class, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.50 mm to 6.30 mm of Advani , Oerlikon (Adore)-CITOJET/ESAB make conforming to IS:814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
-
-
-
GI pipe 100 mm dia
82
-
-
GI pipe 50 mm dia
144
-
-
Providing and welding M.S. flanges at suitable points to be provided 5% of total joint and remaining 95% joints with butt welded joint, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/GMSERW pipe in requsite ( minimum three) number of layers on both faces to make the joint leak proof. The welding of flanges should confirm to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1369-1967 including cost of gasket sheet, nuts & bolts. The thickness of gasket sheet not less then 3.00 mm confirming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.
-
-
-
Booster stage :- GMS Pipe 100 mm dia ( heavy class) of wall thickness 5.40 mm flange table 5 from RD 0/0 to 125
1
-
-
Ist Stage 100 mm dia GMSERW pipe IS/ISO:3183-2007 grade L210 or A having wall thicthness 4.80 mm (RD 0/0 to 2550) flange Table 28.
22
-
-
Ist Stage 100 mm dia GMSERW pipe IS/ISO:3183-2007 grade L210 or A having wall thicthness 4.80 mm (RD 2550 to 6210) Flange Table 17.
31
-
-
Ist Stage 100 mm dia GMSERW pipe IS/ISO:3183-2007 grade L210 or A having wall thicthness 4.80 mm (RD 6210 to 6600) Flange Table 5.
3
-
-
GMS Pipe 50 mm dia ( heavy class) of wall thickness 4.50 mm flange table 17 from RD 0/0 to 630
6
-
-
GMS Pipe 50 mm dia ( heavy class) of wall thickness 4.50 mm flange table 5 from RD 630 to 910
3
-
-
Providing and fixing double flanged Cast Steel Reflux valve of following dias & Class of Leader/ Kirloskar/ KSB make for rising main and capable of with standing normal seat pressure conforming to BS:1868/API-600 or latest ammendments.
-
-
-
100 mm dia class ASA 300 with standing 52kg cm2 normal seat pressure.
2
-
-
50 mm dia class ASA 150 with standing 21kg cm2 normal seat pressure.
1
-
-
Dismantling of existing G.I pipe in rising main in trenches of following dia (earth work to be measured and paid for separately) including all leads and lift and carriage of material at site and as directed by the Engineer-In-Charge .
-
-
-
125 mm
1110
-
-
50 mm
910
-
-
32 mm
1500
-
-
Schedule A4- Distribution System
Excavation in foundations and trenches etc.(for pipes and pits in all depths etc. in all kind of soils such as pick work,,jumper workblasting in soft/hard rock, chiselling/wedging out of rock where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returing the stacked soil in 15cm layers when required into sides of foundation and trenches etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by Engineer-in-charge with in all leads and lifts including uprooting of trees, dressing of beds and sides and preparation of sub grade,restoration of unmetalled/metalled/ paved surfaces to its original conditions including soring,strutting,timbering and dewatering where ever required providing diversions for traffic,fixing night signals, fixing caution boards, crossing over trenches for access to houses complete and to the entire satisfaction of the Engineer-in charge.
-
-
-
Pick & Jumper work 50% each
7724.44
-
-
Laying, jointing in trenches and testing galvanised mild steel tubes of following dia as per IS:1239-1990 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, air valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge.( Light Class )
-
-
-
15 mm
800
-
-
20 mm
2280
-
-
25 mm
2545
-
-
40 mm
1980
-
-
50 mm
8550
-
-
Relaying of dismantled G.I pipes in trenches of following dias with in all leads and lifts and carriage.(Earth work to be measured and paid for separately)
-
-
-
32 mm
550
-
-
Dismantling of existing G.I pipe in trenches of following dia (earth work to be measured and paid for separately) including all leads and lift and carriage of material at site and as directed by the Engineer-In-Charge .
-
-
-
32 mm
5630
-
-
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