Construction of Water Supply Scheme for Beet Area Haroli Distt Una HP (SH C/O OHSR 25,00,000 litrs capacity with 25 m staging height at village Amrali and linking with existing MDT of LIS Beet Area Phase-1st )

Amount

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing and laying cement concrete M 30 but not leaner than 1:1.5:3 (1Cement:1.5 sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work complete in all respect including all leads and lift in :

Foundation,footing.bases of columns & the like & the mass concrete

Lintels,beams girders bressumers & cantilevers upto floor two level

Lintels,beams girders bressumers & cantilevers upto floor three level

Lintels,beams girders bressumers & cantilevers upto floor four level

Lintels,beams girders bressumers & cantilevers upto floor five level

Lintels,beams girders bressumers & cantilevers upto floor six level

Lintels,beams girders bressumers & cantilevers upto floor seven level

Lintels,beams girders bressumers & cantilevers upto floor eight level

Lintels,beams girders bressumers & cantilevers upto floor nine level

Column,pillars,posts & struts upto floor two level

Column,pillars,posts & struts upto floor three level

Column,pillars,posts & struts upto floor four level

Column,pillars,posts & struts upto floor five level

Column,pillars,posts & struts upto floor six level

Column,pillars,posts & struts upto floor seven level

Column,pillars,posts & struts upto floor eight level

Column,pillars,posts & struts upto floor nine level

Column,pillars,posts & struts upto floor ten level

Suspended floors, roofs, landings etc. upto floor two level (i) At Floor two level

Suspended floors, roofs, landings etc. upto floor two level (i) At Floor three level

Suspended floors, roofs, landings etc. upto floor two level (i) At Floor four level

Suspended floors, roofs, landings etc. upto floor two level (i) At Floor five level

Suspended floors, roofs, landings etc. upto floor two level (i) At Floor six level

Suspended floors, roofs, landings etc. upto floor two level (i) At Floor seven level

Suspended floors, roofs, landings etc. upto floor two level (i) At Floor eight level

At floor eight level (Cone wall)

Suspended floors, roofs, landings etc. upto floor two level (i) At Floor nine level

Suspended floors, roofs, landings etc. upto floor two level (i) At Floor ten level

Providing and laying cement concrete M 30 but not leaner than 1:1.5;3 (1Cement:1;5 sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work complete in all respect including all leads and lift in :

Lintels,beams girders bressumers & cantilevers upto

At floor seven level (Bottom ring beam)

At floor eight level ( Gallery Ring beam )

At floor ten level (Top ring beam)

Arches upto

At floor eight level:

At floor ten level:

Wall (any thickness),but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto

At floor nine & ten level

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain complete in all respect including all leads and lift.

Foundation,footing,bases of columns etc.and mass concrete.

Beams,cantilever,girders & lintels.Sides & soffits of beams,beam haunchings, catilevers,bressumers,& lintels not exceeding 1.00 mtr.depth in all ht.from floor.

upto floor two level

upto floor three level

upto floor four level

upto floor five level

upto floor six level

upto floor seven level

upto floor eight level

upto floor nine level

upto floor ten level

Columns,pillars.posts & struts etc .

upto floor two level

upto floor three level

upto floor four level

upto floor five level

upto floor six level

upto floor seven level

upto floor eight level

upto floor nine level

upto floor ten level

Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like.

At floor nine & ten level

Flat surface such as soffits of suspended floors,roofs,landing and the like

At floor two level

At floor three level

At floor four level

At floor five level

At floor six level

At floor seven level

At floor eight level

At floor nine level

At floor ten level

Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain complete in all respect including all leads and lift.(In Arches beyond 6.00 mtr.span)

Bottom dome

Top dome

Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto all floor level complete in all respect including all leads and lift..

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3Sand) complete in all respect within all leads & lifts.

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered material complete in all respect including all leads and lift.

Providing & fixing Cast Iron 500 mm dia. man hole cover with frame and the weight of frame & cover should not be less than 116 kg complete in all respect within all leads & lifts.

Providing, laying, jointing and testing in trenches of galvanized MSERW flanged pipes including cost of flanged bends of all degrees conforming to IS/ISO 3183-2012 Grade L210/A as per dimensions weight and test pressure mentioned below in a random length of 4m - 6m, The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick sas per IS: 2712-1965 & 95% butt welded joints by considering minimum three layers. The welding of flanges to be done on both faces in two layers on outer face + one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid for seprately) . The pipe shall have zinc coating as per IS:4736 in factory latest with upto date ammendements complete in all respect and including DPT test for joints & manual/ mechnical handling of pipes. The laying of pipe shall confirm to BIS-5822 (with latest ammendments uptodate), including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately).

GMSERW Pipe 200 mm dia 4.8 mm thick IS/ISO 3183-2012 Grade L210/A

Providing circumferential butt welded joints @95% by electrical arc welding to GMS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES /ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

Providing and welding M.S. flanges @5% at suitable point, conforming to following tables as per IS: 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in three number (2 outer and 1 inner) of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

MS flanges 200 mm dia Table-5.

Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting,fixing in position & applying a priming coat of red paint.In grating,framed guard bars,ladders,railing,brackets & similar works complete in all respect within all leads & lifts

Providing and Fixing double flanged Cast Steel Sluice valve of Leader / Kirloskar make capable of with standing the normal seat pressure and as per IS: 14846 with latest ammendments complete within all lead and lifts as per the direction of the Engineer-in-Charge. 200 mm dia PN-1.00

Providing railing of G. I. pipe arround the gallery, stairs from bottom i/c jointing & welding omplete in all respect within all leads & lifts.

G I pipe 40 mm dia (L)

G I pipe 20 mm dia (L)

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1: 2: 4 mix (1 cement :2 Sand :4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150mm thick walls of RCC 1:2:4 (1cement : 2 sand :4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways complete in all respect within all leads & lifts as per entire satisfaction of Engineer in Charge.

P/Fixing of below items required for OHSR complete complete in all respect including all leads and lift.

Lightening Conductor

Water measurement gauge

Vent Pipe i/c CI cowl complete

Flanged bell mouth a/w puddle collars

Expansion joints

Structural design & drawing

Soil testing report for Bearing capacity of soil

Providing, laying, jointing and testing in trenches of galvanized MSERW flanged pipes including cost of flanged bends of all degrees conforming to IS/ISO 3183-2012 Grade L290 or X 42 as per dimensions weight and test pressure mentioned below in a random length of 4m - 6m, The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick sas per IS: 2712-1965 & 95% butt welded joints by considering minimum three layers. The welding of flanges to be done on both faces in two layers on outer face + one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid for seprately) . The pipe shall have zinc coating as per IS:4736 in factory latest with upto date ammendements complete in all respect and including DPT test for joints & manual/ mechnical handling of pipes. The laying of pipe shall confirm to BIS-5822 (with latest ammendments uptodate), including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately).

300 mm dia 4.80 mm thick GMSERW Pipe class L210/A IS/ISO 3183-2012

Providing and welding M.S. flanges @5% at suitable point, conforming to following tables as per IS: 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in three number (2 outer and 1 inner) of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

MS flanges 300 mm dia Table 5 .

Providing circumferential butt welded joints @95% by electrical arc welding to GMS/GMSERW pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES /ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

300 mm dia

Providing and fixing Double flanged cast iron sluice valve (With hand wheel) of Kirloskar/ Leader make capable of with standing the normal seat pressure and as per IS: 14846 with latest ammendments complete within all lead and lifts as per the direction of the Engineer-in-Charge.

450 mm dia PN-1.00

HARJEET SINGH (BID ID -549023)

M/S GA INFRA PVT LTD (BID ID -550380)