Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date28 Oct 2024
Closing Soon11 Nov 2024
Tender AmountRefer Documents
Costs
EMD
₹ 1,04,700Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPCDP_94644_1Tender No
No. Agr. HMR. DPMU (G) (7) P-II 2023-24 Tender File-1361 Dt 28.10.2024Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Prepration & Consolidation of subgrade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 depth,dressing to chamber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth material complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9
-
-
Supply and stacking at site (of 63 mm to 45 mm stone aggregates) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.52
-
-
Laying & Spreading and compacting complete stone aggregates of specified sizes to water bound macadam specifications in uniform thickness,handpicking,rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber,applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate,watering and compacting to required intensity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.52
-
-
Scarifying metalled (Water Bound) road surface including disposal of rubbish,consolidation of the aggregate received from scarifying with power road roller of 8 to 10 Tonne capacity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9
-
-
Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25Kg of bitumen per sqm with 1.65 cum of stone chipping 13.2 mm nominal size per 100 sqm of road surface,including consolidation with road roller of 6 to 8 Tonnes capacity complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9
-
-
Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.29
-
-
Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.85
-
-
Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
-
-
-
Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.58
-
-
In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.49
-
-
Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
-
-
-
Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.18
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9.18
-
-
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
15.9
-
-
Columns,pillars,piers,Abutments,Posts & Struts complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
21.6
-
-
Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
315.03
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
101.35
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 110 mm Dia (as per requirement of main & submain Line)
6
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3
-
-
Providing & Fixing of 63 mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 63 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5
-
-
Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
17
-
-
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3
-
-
Applying priming coat over new steel & other metalled surfaces & i/c preparing the surface by thoroughly cleaning oil,grease & dirt & other foreign matter scoured with wire brushes fine steel wool srapers & sand paper along with ready mixed priming paint brushing red lead, red-oxide/zinc oxide chrome complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.75
-
-
Painting two coats excluding priming coat over new steel & other metal surfaces with ready mixed paint to give an even shade i/c cleaning the other foreign matter sand papering & stopping complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.75
-
-
Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give n even shade as per drawings and in English & Roman ,Hypen,Commas, and the like not to be measured and paid for complete to the entire satisfaction of Engineer-in-Charge
2751
-
-
Providing ,laying ,jointing and testing and testing in trenches to (level or grade)HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-100 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.
-
-
-
63 mm ;PN 6 class,PE-100
455
-
-
75 mm;PN 6 class,PE-100
200
-
-
90mm;PN 6 class,PE-100
305
-
-
110 mm ;PN 6 class,PE-100
490
-
-
Providing & Fixing CI Sluice Valve 100mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 44.3 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
3
-
-
Name of Work: Providing Lift Irrigation Scheme Gharrat under HPCDP(Phase-II)-JICA-ODA at Village Gharrat,G.P Jhaniara,Tehsil & Distt. Hamirpur (H.P)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as directed, for all kinds of soils within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
17.51
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
2185
-
-
Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8.69
-
-
Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.3
-
-
Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
-
-
-
Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.7
-
-
In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.75
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
34.75
-
-
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
58.75
-
-
Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
389.7
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
121.52
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
14
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
11
-
-
Providing & Fixing of 63 mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 110 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
-
-
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5
-
-
Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
12.1
-
-
Providing ,laying ,jointing and testing and testing in trenches to (level or grade)HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.
-
-
-
75 mm;PN 6 class,PE-80
719
-
-
90mm;PN 6 class,PE-80
1258
-
-
110 mm ;PN 6 class,PE-100
176
-
-
Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 100 mm dia &medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
6
-
-
Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 80 mm dia &medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
26
-
-
Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe confirming to IS : 1239 : 2004 of 80 mm dia, welded in requisite numbers 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 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
4
-
-
Providing & Fixing CI Sluice Valve 80 mm dia @ 10.2 Kg/cmˆ2 (PN-1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 31.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
10
-
-
Restoration charges for road crossing as per HPPWD norms for Kuchha Road/Shoulders
-
-
-
HDPE Distribution Pipe
-
-
-
Road Crossing-1 (MDT to OL-1)
6
-
-
Road Crossing-1 (MDT to OL-16)
6
-
-
Name of Work: Providing Lift Irrigation Scheme Chak Kathal under HPCDP(Phase-II)-JICA-ODA at Village Chak Kathal,G.P Kala Amb,Tehsil & Distt. Hamirpur (H.P)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as directed,for all kinds of soils within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
2.83
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition for all kinds of soilcomplete in all respect and to the entire satisfaction of the Engineer-in-Charge.
835
-
-
Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.38
-
-
Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.5
-
-
Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
-
-
-
Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.06
-
-
In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.35
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8.51
-
-
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
7.32
-
-
Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
27.85
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
13.38
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
10
-
-
Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
10
-
-
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
-
-
Fixing with epoxy paint (Two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat,prepration of surface etc complete in all respect within all leads and lifts to the entire satisfaction of Engineer-in-Charge
0.98
-
-
Providing ,laying ,jointing and testing in trenches to (level or grade)HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-100 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.
-
-
-
HDPE Pipes, 90 mm Dia Pipe ;Class P.N-6.0;PE-100
835
-
-
Restoration charges for road crossing as per HPPWD norms for Kuchha Road/Shoulders
-
-
-
HDPE Distribution Pipe
-
-
-
OL-2-OL3,OL-8 to OL-10,OL8 to OL-9 and OL-5 to OL-6
20
-
-
Providing & Fixing CI Sluice Valve 80mm dia @ 10.2 Kg/cmˆ2(P.N 1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 31.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
1
-
-
Name of Work: Providing Lift Irrigation Scheme Dakhol under HPCDP(Phase-II)-JICA-ODA at Village Dakhol,G.P Nalti,Tehsil & Distt. Hamirpur (H.P)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as directed, for all kinds of soils within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
9.31
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
1558
-
-
Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.69
-
-
Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
-
-
Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
-
-
-
Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.48
-
-
In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.89
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
7.98
-
-
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
39.56
-
-
Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
172.67
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
85.53
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
13
-
-
Providing & Fixing of 63 mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 63 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6
-
-
Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
20
-
-
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4
-
-
Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8.24
-
-
Providing ,laying ,jointing and testing and testing in trenches to (level or grade)HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.
-
-
-
63 mm ;PN 6 class,PE-80
500
-
-
75 mm;PN 6 class,PE-80
807
-
-
90mm;PN 6 class,PE-80
239
-
-
Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 80 mm dia &medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
12
-
-
Providing & Fixing CI Sluice Valve 65 mm dia @ 10.2 Kg/cmˆ2 (PN-1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 23.10 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
3
-
-
Providing & Fixing CI Sluice Valve 80 mm dia @ 10.2 Kg/cmˆ2 (PN-1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 31.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
2
-
-
Providing GMS tube(IS:-1239-2004) of 25mm dia & medium class confriming to IS specification capable to withstand the requires hydraulic test pressure as per IS code in random length of 6.00 mtrs.(earthwork in trenches to be measured seprately) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge
0.3
-
-
Restoration charges for road crossing as per HPPWD norms for Kuchha Road/Shoulders
-
-
-
HDPE Distribution Pipe
-
-
-
Cement Concrete Road Crossing-1 (MDT to OL-1)
6
-
-
Cement Concrete Road Crossing-1 (OL-9 to OL-10)
6
-
-
Rising main
-
-
-
Cement Concrete Road Crossing-1 (RD 339 to RD 345)
6
-
-
Name of Work: Providing Lift Irrigation Scheme Mandholi under HPCDP(Phase-II)-JICA-ODA at Village Mandholi,G.P Madholi,Tehsil Amb & Distt. Una (H.P)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as directed, for all kinds of soils within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
33.69
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, not exceeding 80 mm dia dia within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
805
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, exceeding 80 mm dia but not 300 mm dia within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
3037
-
-
Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.52
-
-
Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.1
-
-
Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
-
-
-
Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.95
-
-
In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
4.18
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
87.4
-
-
Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
449.05
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.1
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer in gratings,frames,guard bar,ladder,railings,brackets,gates and similar works complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
209.76
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 125 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 110 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
14
-
-
Providing & Fixing of 63 mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
17
-
-
Providing & Fixing of 63 mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
9
-
-
Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
42
-
-
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
38
-
-
Providing ,laying ,jointing and testing and testing in trenches to (level or grade)HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diamtere i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.
-
-
-
75 mm;PN 6 class,PE-80
805
-
-
90mm;PN 6 class,PE-80
1799
-
-
110 mm ;PN 6 class,PE-100
1034
-
-
125 mm ;PN 6 class,PE-100
204
-
-
Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 100 mm dia &medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
-
-
-
100 mm dia,G.I Pipe-Road Crossing (RD 13 to 19) OL-1 to OL-4
6
-
-
100 mm dia,G.I Pipe-Road Crossing (RD 75 to 81) OL-15 to OL-18
6
-
-
100 mm dia,G.I Pipe-Road Crossing (RD 55 to 61) MDT-2 to OL-32
6
-
-
Providing & Fixing CI Sluice Valve 100 mm dia @ 10.2 Kg/cmˆ2 (PN-1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 44.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
16
-
-
Providing & Fixing CI Sluice Valve 125 mm dia @ 10.2 Kg/cmˆ2 (PN-1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 56.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
3
-
-
Restoration charges for road crossing as per HPPWD norms for Mettaled untarred road
-
-
-
Rising main from RD 195 to RD 201
6
-
-
OL-1 to OL-4,RD-13 to 19
6
-
-
OL-15 to OL-18,RD-75 to 81
6
-
-
MDT-2 to OL-32,RD 55 to RD 61
6
-
-
Providing & making Gabion Structure with mechanically woven double twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS:-16014:2012,MORTH Clause 2500,of required size,Mesh Type 10*12 (D:-100 mm with tolerance of =/-2% )Zinic+PVC coated,Mesh wire diameter 2.7/3.7 mm,mechanically edged/slevedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per metre of mesh perpendicular to twist,tying with lacing wire of diameter 2.2/3.2mm(ID/OD),supplied @3% by weight of gabion boxes,filled with boulders with least dimension of 200 mm,as per drawing,all complete as per directions of Engineer-in-Charge.
54
-
-
Name of Work: Providing Lift Irrigation Scheme Gujreda under HPCDP(Phase-II)-JICA-ODA at Village Gujreda,G.P Neri Noranga,Tehsil Amb & Distt. Una (H.P)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as well as for all kinds of soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
11.01
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, for all kinds of soil within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
1995
-
-
Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5.19
-
-
Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1.3
-
-
Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
-
-
-
Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.46
-
-
In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.15
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns, mass concrete for restoration work in HDPE Pipes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
29.93
-
-
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
44.92
-
-
Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
234.44
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
88.04
-
-
Providing and fixing ISI marked oxidised M.S. handles 125 mm conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
17
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 63 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
6
-
-
Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
26
-
-
Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
7.78
-
-
Providing ,laying ,jointing and testing and testing in trenches to (level or grade)HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-100 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & electrofusion (Electro fusion process) above 110 mm diameter i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.
-
-
-
HDPE Pipes,ClassPN-6.,PE-100
-
-
-
63 mm dia ;PN 6 class,PE-100
215
-
-
75 mm dia ;PN 6 class,PE-100
1178
-
-
90 mm;PN 6 class,PE-100
570
-
-
Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 80 mm dia G.I Pipe , medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe for rising main from intake to sump well complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
32
-
-
Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe of 80 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
5
-
-
Providing & Fixing CI Sluice Valve 80 mm dia @ 10.2 Kg/cmˆ2 (PN-1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 31.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
7
-
-
Providing GMS tube(IS:-1239-2004) of 25mm dia & medium class confriming to IS specification capable to withstand the requires hydraulic test pressure as per IS code in random length of 6.00 mtrs. Complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge
0.5
-
-
Restoration charges for road crossing as per HPPWD norms for Metalled Road and tarred road with Bituminous macadam
-
-
-
HDPE Distribution Pipe
-
-
-
Road Crossing-1 (MDT to OL-15)
8
-
-
Road Crossing-1 (OL-17 to OL-18)
8
-
-
Road Crossing-1 (OL-22 to OL-23)
8
-
-
Road Crossing-1 (OL-21 to OL-25)
8
-
-
Name of Work: Providing Lift Irrigation Scheme Makri under HPCDP(Phase-II)-JICA-ODA at Village Makri,G.P Markandey,Tehsil Sadar & Distt. Bilaspur (H.P)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as well as for all kinds of soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
18.34
-
-
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, for all kinds of soil within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
3744
-
-
Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
8.38
-
-
Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
-
-
-
Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.18
-
-
Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.2
-
-
Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
-
-
-
Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.84
-
-
In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.3
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns, mass concrete for restoration work in HDPE Pipes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
47.89
-
-
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
68.88
-
-
Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
269.4
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
52.86
-
-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
25
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Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 63 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2
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-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
15
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-
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 110 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
1
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-
Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
44
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-
Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
3.45
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Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give n even shade as per drawings and in English & Roman ,Hypen,Commas, and the like not to be measured and paid for complete to the entire satisfaction of Engineer-in-Charge
1916.25
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Providing ,laying ,jointing and testing and testing in trenches to (level or grade)HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-100 and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & electrofusion (Electro fusion process) above 110 mm diameter i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts.
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HDPE Pipes,ClassPN-6.,PE-100
-
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63 mm dia ;PN 6 class,PE-100
150
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75 mm dia ;PN 6 class,PE-100
1554
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90 mm;PN 6 class,PE-100
1220
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110mm;PN 6 class,PE-100
820
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Providing & Fixing CI Sluice Valve 100mm dia @ 10.2 Kg/cmˆ2 (PN-1.0)Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 44.3 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
4
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Providing & Fixing CI Sluice Valve 80 mm dia @ 10.2 Kg/cmˆ2 (PN-1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 31.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
8
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Providing GMS tube(IS:-1239-2004) of 25mm dia & medium class confriming to IS specification capable to withstand the requires hydraulic test pressure as per IS code in random length of 6.00 mtrs. Complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge
0.6
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