Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date5 Feb 2025
Closing Date17 Feb 2025
Tender AmountRefer Documents
Costs
EMD
₹ 58,000Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
Providing Distribution System At Lift Irrigation Schemes At Ramehra, Chak Kathal,rohwin Under Hpcdp(p-ii)-jica-oda
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_HPCDP_99234_1Bid Award Id
ViewTender No
No. Agr. HMR. DPMU (G) (7) P-II 2023-24 Tender File-2016 Dt 03.02.2025Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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
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-
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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
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-
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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
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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
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-
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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
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-
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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
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-
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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
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-
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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 :
-
-
-
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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
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-
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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
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-
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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.
-
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-
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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
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-
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Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
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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
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-
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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
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-
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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
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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
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-
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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
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-
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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)
6
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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.
3
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-
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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 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
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-
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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
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-
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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.
17
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-
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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
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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
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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
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-
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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
2751
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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 & 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.
-
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-
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63 mm ;PN 6 class,PE-100
455
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75 mm;PN 6 class,PE-100
200
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-
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90mm;PN 6 class,PE-100
305
-
-
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110 mm ;PN 6 class,PE-100
490
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-
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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
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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)
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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
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-
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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
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-
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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
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-
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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
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-
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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 :
-
-
-
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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
-
-
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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
-
-
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Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
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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
-
-
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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
-
-
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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
-
-
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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
-
-
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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.
10
-
-
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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.
10
-
-
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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
-
-
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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
-
-
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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.
-
-
-
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HDPE Pipes, 90 mm Dia Pipe ;Class P.N-6.0;PE-100
835
-
-
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Restoration charges for road crossing as per HPPWD norms for Kuchha Road/Shoulders
-
-
-
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HDPE Distribution Pipe
-
-
-
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OL-2-OL3,OL-8 to OL-10,OL8 to OL-9 and OL-5 to OL-6
20
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-
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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
-
-
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Providing Lift Irrigation Scheme Rohwin under HPCDP(Phase-II)-JICA-ODA at Village Rohwin,G.P Rohwin,Tehsil Bhoranj & Distt. Hamirpur (H.P)
-
-
-
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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.
22.64
-
-
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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.
4462
-
-
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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.
452.79
-
-
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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.
227.33
-
-
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Centering and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
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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.
89.78
-
-
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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.
109.42
-
-
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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.
15.31
-
-
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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.
3.05
-
-
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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 :
-
-
-
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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.
1.38
-
-
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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.
5.55
-
-
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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.
9
-
-
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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 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.
51
-
-
... More
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.
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.
61
-
-
... More
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.
11
-
-
... More
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
21.6
-
-
... More
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.
-
-
-
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90 mm Dia Pipe ;Class P.N-6.0;PE-100
897
-
-
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75 mm Dia Pipe ;Class P.N-6.0;PE-100
3084
-
-
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125 mm Dia Pipe ;Class P.N-6.0;PE-100
417
-
-
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Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 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 complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
-
-
-
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GI Pipe 80 mm Dia for road crossing
56
-
-
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GI Pipe 120 mm Dia for road crossing
8
-
-
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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.
10
-
-
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Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe confirming to IS : 1239 : 2004 of 125 mm dia, for restoration work in HDPE Pipes 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.
2
-
-
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Restoration charges for road crossing as per HPPWD norms for Metalled Roads and Tarred Roads
-
-
-
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HDPE Distribution Pipe
-
-
-
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SVC-4 to OL-26,SVC-4 to Ol-30,Tee-1 to OL-42,OL-44 to OL-45,OL-44 to OL-51,OL-47 to OL-54,OL-50 to OL-56 & OL-50 to OL-59
64
-
-
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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.
12
-
-
... More
Providing & Fixing CI Sluice Valve 125 mm 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 44.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
1
-
-
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