CW-1 Providing Irrigation Facility under HP SHIVA PRF Project for Six Clusters in District Mandi (Himachal Pradesh)

Amount

LIS Binga

Excavation in foundation and trenches etc. in earth work in all leads and lifts in all kind of soils such as pick work, jumper work in soft/hard rock including chiseling/wedging out of rock, saturated soil including bailing/pumping out of water, stacking the excavated soil and returning the same in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.Refer General Specification Section-I ( 2 to 2.7)

Providing and laying cement concrete 1:3:6. ( 1 cement : 3 sand and : 6 grade stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth up to all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1: 1½: 3 mix. ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :Refer to General Specification Section-I ( 3 to 3.14)

Foundation footings bases of columns and the like; and mass concretes per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I ( 3 to 3.14)

Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone agg. 40mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.Refer to General Specification Section-I ( 3 to 3.14)

Providing and laying cement concrete 1:1:2 (1 cement :1 sand :2 graded stone agg. 20mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.Refer to General Specification Section-I ( 3 to 3.14)

Walls

Arches (domes)

Beams

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering strutting and propping etc. with wooden batten and bellies, in all heights of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for insitu-reinforced concrete and plain concrete work in :-Refer to General Specification Section-I ( 3.6 to 3.14)

Vertical surfaces such as wall (any thickness) partitions and the like including attached pilasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-chargeRefer to General Specification Section-I ( 3.6 to 3.14)

Providing form work of ordinary timber, planking’s, so as give a rough finish including centering, strutting etc exceeding 4 m and removal of the same for reinforced concrete and plain concrete work in arches beyond 6 m span.Refer to General Specification Section-I ( 3.6 to 3.14)

Providing Boulder/stone filling at bottom of 350 Φ Hydrant Chamber as per direction and to the entire satisfaction of Engineer-in-charge. Refer to General Specification Section-I (6.4 to 6.23.2 )

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1cement :3 sand ) Refer to General Specification Section-I ( 6.24 to 6.34.2)

Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire up to all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (3 to 3.14 )

Steel work welded in built up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead painting grating, framed guard bars ladders, railing brackets and similar works as per direction of Engineer-in-Charge up to all lead and lift.Refer to General Specification Section-I (4to5 )

Laying, jointing & testing of G.I pipe of following dia (light class) for outlets pipe & scour pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-II ( 1 to 1.8)

100 mm diaRefer to General Specification Section-II ( 1 to 1.8)

Providing and fixing double flanged Cast Iron sluice valve of following dia of Leader/Kirloskar make conforming to IS: 14846/2000 with up to date amendment as per Class PN-1.00 to withstand in normal seat pressure of 10.20 Kg/cm2 including champion sheet gasket 3mm thick, welding with M.S. flanges table-5 as per IS 6392-1971 including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-II ( 1 to 1.8)

80 mm dia

100mm dia

125 mm dia

Providing and fixing Manhole cover of size 60x60 cm made of angle iron frame size 40x40x5mm thick covered with M.S. sheet 2.00mm thick and welded with angle iron frame 35x35x3mm thick including hings, handles, 8 Nos hold fast and locking arrangement along with lock and key of standred make primer two coat with redoxide paint complete and manhole cover fixed in storage tank/intake with cement concrete 1:1.5:3, nut & bolt and dismentalling of RCC work complete as per direction and to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (7 to 7.6 )

Providing, laying, jointing and testing in trenches (to level or grade) of following dia GMS pipe jointed with butt welded joints of below diameter conforming to IS 1239-1990 (Part – I ) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in random length 4m-6m with plain ends and jointed with butt welded. Three layers of weld run to be provided to make the joints leak proof (earth work and butt welded joints to be measured and paid separately) and to entire satisfaction of the Engineer-in-Charge. The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in- Charge.Refer to General Specification Section-II ( 1 to 1.8)

125 mm dia of wall thickness 4.80 mm and table -17.

Providing and welding M.S. flange of following table at suitable point, conforming to IS 6392-1971 (Latest with upto date amendments) with plain end GI pipe in requsite number of layers on both faces to make the joint leak proof 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 3.00mm conforming to IS 2712-1998. The work shall be done to the entire ilastermen of Engineer in Charge with in all leads and lifts.Refer to General Specification Section-II ( 1 to 1.8)

125mm dia Medium class, Flange table 17

Providing circumferential Butt welded joints by electrical arc welding to GMS pipe of following dia, 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 Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-II ( 1 to 1.8)

125mm dia

Providing laying jointing and commissioning of HDPE (High Density Polyethylene pipe) of following diameter and class confirming to IS 4984-2016 with fusion welding process including all necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge (earth work is to be measured and paid separately)Refer to General Specification Section-I (21.5)

HDPE pipe 90 mm dia PN 4 PE-80

HDPE pipe75 mm dia PN 4 PE-80

HDPE pipe 75 mm dia PN 6 PE-100

Providing & fixing of HDPE (High Density Polyethlene pipe) necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge.Refer to General Specification Section-I (21.5)

75mm Φ PN4.0/5.0/6.0/8.0 HDPE pipes Refer to General Specification Section-I (21.5)

75mm Φ PN6 HDPE pipe end Refer to General Specification Section-I (21.5)

75mm Φ PN6 HDPE 90⁰ bends Refer to General Specification Section-I (21.5)

75mm Φ PN6 HDPE QC pump connector Refer to General Specification Section-I (3 to 3.14)

Providing & fixing in position RCC pipe of following dia., class & length for outlets Refer to General Specification Section-I (21.5)

RCC pipe of 900mm Φ NP2.0 Refer to General Specification Section-I (21.5)

RCC pipe of 350mm Φ NP2.0 Refer to General Specification Section-I (21.5)

Providing and fixing cast iron Flow meter/Bulk meter wolmen type magnetic drive class-B including flanges complete in all respects within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-charge.

125 mm dia

100 mm dia

80 mm dia

Providing and fixing digital water level monitoring system for automatic pump control with all necessary complete as per direction and to the entire satisfaction of engineer in charge.

Miscellaneous for locking arrangements & other accessories as per direction and to the entire satisfaction of the Engineer-in-charge.

LIS Dabrot

Excavation in foundation and trenches etc. in earth work in all leads and lifts in all kind of soils such as pick work, jumper work in soft/hard rock including chiseling/wedging out of rock, saturated soil including bailing/pumping out of water, stacking the excavated soil and returning the same in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.Refer General Specification Section-I ( 2 to 2.7)

Providing and laying cement conrete1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth up to all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1 : 1½ : 3 mix. ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and pilaster cement for reinforced concrete work in :

Foundation footings bases of columns and the like; and mass concretes per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Columns and pillarsRefer to General Specification Section-I (3 to 3.14 )

Beams Refer to General Specification Section-I (3 to 3.14 )

Suspended floors Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone agg. 40mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:1:2 (1 cement :1 sand :2 graded stone agg. 20 mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Walls Refer to General Specification Section-I (3 to 3.14 )

Dome Refer to General Specification Section-I (3 to 3.14 )

Beams Refer to General Specification Section-I (3 to 3.14 )

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-Refer to General Specification Section-I ( 3.6 to 3.14)

Vertical surfaces such as wall (any thickness) partitions and the like including attached pilasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.Refer to General Specification Section-I ( 3.6 to 3.14)

Foundation and footings Refer to General Specification Section-I ( 3.6 to 3.14)

Columns and pillars Refer to General Specification Section-I ( 3.6 to 3.14)

Flat surfaces Refer to General Specification Section-I ( 3.6 to 3.14)

beams Refer to General Specification Section-I ( 3.6 to 3.14)

Edges of slab Refer to General Specification Section-I ( 3.6 to 3.14)

Providing form work of ordinary timber, planking’s, so as give a rough finish including centering, strutting etc exceeding 4 m and removal of the same for reinforced concrete and plain concrete work in arches beyond 6 m span.Refer to General Specification Section-I ( 3.6 to 3.14)

Providing Boulder/stone filling at bottom of 350 Φ Hydrant Chamber as per direction and to the entire satisfaction of Engineer-in-charge. Refer to General Specification Section-I (6.4 to 6.23.2 )

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1cement :3 sand )Refer to General Specification Section-I ( 6.24 to 6.34.2)

Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (3 to 3.14 )

Steel work welded in built up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead painting grating, framed guard bars ladders, railing brackets and similar works as per direction of Engineer-in-Charge up to all lead and lift.Refer to General Specification Section-I (4to5 )

Laying, jointing & testing of G.I pipe of following dia (light class) for outlets pipe & scour pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-II ( 1 to 1.8)

100 mm dia Refer to General Specification Section-II ( 1 to 1.8)

Providing and fixing double flanged Cast Iron sluice valve of following dia of Leader/Kirloskar make conforming to IS: 14846/2000 with up to date amendment as per Class PN-1.00 to withstand in normal seat pressure of 10.20 Kg/cm2 including champion sheet gasket 3mm thick, welding with M.S. flanges table-5 as per IS 6392-1971 including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-II ( 1 to 1.8)

80 mm dia Refer to General Specification Section-II ( 1 to 1.8)

100mm dia Refer to General Specification Section-II ( 1 to 1.8)

125 mm dia Refer to General Specification Section-II ( 1 to 1.8)

Providing and fixing Manhole cover of size 60x60 cm made of angle iron frame size 40x40x5mm thick covered with M.S. sheet 2.00mm thick and welded with angle iron frame 35x35x3mm thick including hinges, handles, 8 Nos hold fast and locking arrangement along with lock and key of standard make primer two coat with red oxide paint complete and manhole cover fixed in storage tank/intake with cement concrete 1:1.5:3, nut & bolt and dismantling of RCC work complete as per direction and to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (7 to 7.6 )

Providing, laying, jointing and testing in trenches (to level or grade) of following dia GMS pipe jointed with butt welded joints of below diameter conforming to IS 1239-1990 (Part - I ) with latest up to date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in random length 4m-6m with plain ends and jointed with butt welded. Three layers of weld run to be provided to make the joints leak proof (earth work and butt welded joints to be measured and paid separately) and to entire satisfaction of the Engineer-in-Charge. The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in- Charge.Refer to General Specification Section-II ( 1 to 1.8)

125 mm dia of wall thickness 4.80 mm and table -17.Refer to General Specification Section-II ( 1 to 1.8)

Providing and welding M.S. flange of following table at suitable point, conforming to IS 6392-1971 (Latest with up to date amendments) with plain end GI pipe in requisite number of layers on both faces to make the joint leak proof 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 sheets not less than 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer in Charge with in all leads and lifts.Refer to General Specification Section-II ( 1 to 1.8)

125mm dia Medium class, Flange table 17 Refer to General Specification Section-II ( 1 to 1.8)

Providing circumferential Butt welded joints by electrical arc welding to GMS pipe of following dia, 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 Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-II ( 1 to 1.8)

125mm dia Refer to General Specification Section-II ( 1 to 1.8)

Providing laying jointing and commissioning of HDPE (High Density Polyethlene pipe) of following diameter and class confirming to IS 4984-2016 with fusion welding process including all necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge (earth work in trenches to be measured and paid separately) Refer to General Specification Section-I (21.5)

HDPE pipe 90 mm dia PN 4 PE-80 Refer to General Specification Section-I (21.5)

HDPE pipe75 mm dia PN 4 PE-80 Refer to General Specification Section-I (21.5)

HDPE pipe 75 mm dia PN 6 PE-100 Refer to General Specification Section-I (21.5)

Providing & fixing of HDPE (High Density Polyethylene pipe) necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge.

75mm Φ PN4.0/5.0/6.0/8.0 HDPE pipes Refer to General Specification Section-I (21.5)

75mm Φ PN6 HDPE pipe end Refer to General Specification Section-I (21.5)

75mm Φ PN6 HDPE 90 degree bends Refer to General Specification Section-I (21.5)

75mm Φ PN6 HDPE QC pump connector Refer to General Specification Section-I (3 to 3.14)

Providing & fixing in position RCC pipe of following dia., class & length for outlets Refer to General Specification Section-I (21.5)

RCC pipe of 900mm Φ NP2.0 Refer to General Specification Section-I (21.5)

RCC pipe of 350mm Φ NP2.0 Refer to General Specification Section-I (21.5)

Providing and fixing cast iron Flow meter/Bulk meter wolmen type magnetic drive class-B including flanges complete in all respects within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-charge.

125 mm dia

100 mm dia

80 mm dia

Miscellaneous for locking arrangements & other accessories as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing digital water level monitoring system for automatic pump control with all necessary complete as per direction and to the entire satisfaction of engineer in charge.

Providing and laying cement conrete1:5 :10 . ( 1 cement : 5 sand and : 10 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth up to all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Ist class brick work side of wall in cement 1:6 Refer to General Specification Section-I (6.4 to 6.23.2 )

half brick masonry in C.M. 1:4 Refer to General Specification Section-I (6.4 to 6.23.2 )

Providing Wood work Teak wood in frames of door & windowRefer to General Specification Section-I (6.29 to 6.29.2)

15mm thick cement plaster in single coat on rough side of brick in C.M 1:6 Inner side on walls.Refer to General Specification Section-I (6.25 to 6.25.2)

6mm thick cement Plaster for Celling in cement motor 1:3 Refer to General Specification Section-I (6.29 to 6.29.2)

20mm thick cement Plaster for outer side in cement motor 1:4 Refer to General Specification Section-I (6.25 to 6.25.2)

Boulder filling under floor Refer to General Specification Section-I (6.4 to 6.23.2 )

Cement Concrete 1:3:6 40mm thick under floor Refer to General Specification Section-I (3 to 3.14 )

Providing ceramic tile flooring

P/F 10mm thick Anti skid floor tile in Toilet floor

White glazed tiles 6 mm thick in skirting risers

P/F Dura Stone 30x30 cum (Nitco/So many/Orient maru tile flooring for Corridor/ Verandah

Providing &Fixing bright finished brass sliding door bolts. 300x15mm Refer to General Specification Section-I (6.4 to 6.23.2)

Providing & fixing 40x3mm flat iron hold fast 40cm long Refer to General Specification Section-I (6.4 to 6.23.2)

Providing & fixing Moulded hand rail of M.S. hollow pipe 50mm dia welded in straight length over M.S. flat

Providing & fixing Tower bolts Refer to General Specification Section-I (6.29 to 6.29.2)

200x10mm Refer to General Specification Section-I (6.29 to 6.29.2)

150x10mm Refer to General Specification Section-I (6.29 to 6.29.2)

Providing & fixing brass handles Refer to General Specification Section-I (6.29 to 6.29.2)

125mm Refer to General Specification Section-I (6.29 to 6.29.2)

100 mm Refer to General Specification Section-I (6.29 to 6.29.2)

Providing & fixing bright finished hard drawn hooks and eyes complete 150 mm

Providing & fixing 12mm thick & 100mm wide pelmet with 25mm dia meter wooden curtain rod and bracket including fixing 25x3mm MS flat 10 cm long Refer to General Specification Section-I (6.29 to 6.29.2)

Plinth protection 50mm thick in cement concrete 1:3:6

C/O coursed rubble hammer dressed "U" shape open surface drain with side wall 15x22cm cement motor 1:6

Applying Birla white wall care putty over plaster surface

Apply one coat of Acrylic primer (spectrum and equivalent of superior quality) on new concrete / masonry / plaster surface

Wall painting (two coats) with acrylic emulsion paint of approved brand and manufacture for interior grade on undecorated concrete/stone/plaster wall surface

Applying priming coat over new wood and wood base surface after and including preparing the surface by thoroughly cleaned oil, grease dirt and other foreign matterRefer to General Specification Section-I (21.5)

Painting two coats (excluding priming coat) on new and wood based surface with enamel paint other than white cement paintsRefer to General Specification Section-I (21.5)

LIS Sandhole (Neri cluster)

Excavation in foundation and trenches etc. in earth work in all leads and lifts in all kind of soils such as pick work, jumper work in soft/hard rock including chiseling/wedging out of rock, saturated soil including bailing/pumping out of water, stacking the excavated soil and returning the same in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. Refer General Specification Section-I ( 2 to 2.7)

Providing and laying cement concrete 1:3:6. ( 1 cement : 3 sand and : 6 grade stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1: 1½: 3 mix. ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and pilaster cement for reinforced concrete work in :Refer to General Specification Section-I (3 to 3.14 )

Foundation footings bases of columns and the like; and mass concretes per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Columns and pillarsRefer to General Specification Section-I (3 to 3.14 )

Beams

Suspended floorsRefer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone aggregate. 40mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:1:2 (1 cement :1 sand :2 graded stone aggregate. 20 mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Walls Refer to General Specification Section-I (3 to 3.14 )

DomeRefer to General Specification Section-I (3 to 3.14 )

BeamsRefer to General Specification Section-I (3 to 3.14 )

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in-situ-reinforced concrete and plain concrete work in :-Refer to General Specification Section-I ( 3.6 to 3.14)

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.Refer to General Specification Section-I ( 3.6 to 3.14)

Foundation and footingsRefer to General Specification Section-I ( 3.6 to 3.14)

Columns and pillarsRefer to General Specification Section-I ( 3.6 to 3.14)

Flat surfacesRefer to General Specification Section-I ( 3.6 to 3.14)

beamsRefer to General Specification Section-I ( 3.6 to 3.14)

Edges of slabRefer to General Specification Section-I ( 3.6 to 3.14)

Providing form work of ordinary timber, planking’s, so as give a rough finish including centering, strutting etc exceeding 4 m and removal of the same for reinforced concrete and plain concrete work in arches beyond 6 m span.Refer to General Specification Section-I ( 3.6 to 3.14)

Providing Boulder/stone filling at bottom of 350 Φ Hydrant Chamber as per direction and to the entire satisfaction of Engineer-in-charge. Refer to General Specification Section-I (6.4 to 6.23.2 )

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1cement :3 sand )Refer to General Specification Section-I ( 6.24 to 6.34.2)

Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (3 to 3.14 )

Steel work welded in built up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead painting grating, framed guard bars ladders, railing brackets and similar works as per direction of Engineer-in-Charge up to all lead and lift.Refer to General Specification Section-I (4 to 5 )

Laying, jointing & testing of G.I pipe of following dia (light class) for outlets pipe & scour pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-II ( 1 to 1.8)

80 mm diaRefer to General Specification Section-II ( 1 to 1.8)

Providing and fixing double flanged Cast Iron sluice valve of following diameters of Leader/Kirloskar make conforming to IS: 14846/2000 with up to date amendment as per Class PN-1.00 to withstand in normal seat pressure of 10.20 Kg/cm2 including champion sheet gasket 3mm thick, welding with M.S. flanges table-5 as per IS 6392-1971 including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (7 to 7.6 )

80 mm diaRefer to General Specification Section-I (7 to 7.6 )

Providing and fixing Manhole cover of size 60x60 cm made of angle iron frame size 40x40x5mm thick covered with M.S. sheet 3.00mm thick and welded with angle iron frame 35x35x3mm thick including hinges, handles, 8 Nos hold fast and locking arrangement along with lock and key of standard make primer two coat with red oxide paint complete and manhole cover fixed in storage tank/intake with cement concrete 1:1.5:3, nut & bolt and dismantling of RCC work complete as per direction and to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (7 to 7.6 )

Providing laying jointing and commissioning of HDPE (High Density Polythene pipe) of following diameter and class confirming to IS 4984-2016 with fusion welding process including all necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge (earth work in trenches to be measured and paid separately)Refer to General Specification Section-I (21.5)

HDPE pipe 90 mm dia PN 5 PE-100 Refer to General Specification Section-I (21.5)

HDPE pipe 90 mm dia PN 4 PE-80 Refer to General Specification Section-I (21.5)

HDPE pipe 75 mm dia PN 5 PE-100 Refer to General Specification Section-I (21.5)

HDPE pipe 75 mm dia PN 4 PE-100 Refer to General Specification Section-I (21.5)

Providing & fixing of HDPE (High Density Polythene pipe) necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge.Refer to General Specification Section-I (21.5)

75mm Φ PN4.0/5.0/6.0/8.0 HDPE pipes Refer to General Specification Section-I (21.5)

75mm Φ PN6 HDPE pipe endRefer to General Specification Section-I (21.5)

75mm Φ PN6 HDPE 90⁰ bends Refer to General Specification Section-I (21.5)

75mm Φ PN6 HDPE QC pump connectorRefer to General Specification Section-I (3 to 3.14)

Providing & fixing in position RCC pipe of following dia., class & length for outlets.Refer to General Specification Section-I (21.5)

RCC pipe of 900mm Φ NP2.0Refer to General Specification Section-I (21.5)

RCC pipe of 350mm Φ NP2.0Refer to General Specification Section-I (21.5)

Providing and fixing cast iron Flow meter/Bulk meter wolmen type magnetic drive class-B including flanges complete in all respects within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-charge.

100 mm dia

80 mm dia

Miscellanous for locking arrangements & other accessories as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing digital water level monitoring system for automatic pump control with all necessary complete as per direction and to the entire satisfaction of engineer in charge.

Construction of WUA office cum meeting hall with toilet. The Room shall be constructed for Office purpose .Providing and laying cement concrete 1:5 :10 . ( 1 cement : 5 sand and : 10 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Ist class brick work side of wall in cement 1:6Refer to General Specification Section-I (6.4 to 6.23.2 )

half brick masonry in C.M. 1:4Refer to General Specification Section-I (6.4 to 6.23.2 )

Providing Wood work Teak wood in frames of door & windowRefer to General Specification Section-I (6.4 to 6.23.2 )

15mm thick cement plaster in single coat on rough side of brick in C.M 1:6 Inner side on walls.Refer to General Specification Section-I (6.4 to 6.23.2 )

6mm thick cement Plaster for Ceilling in cement motor 1:3Refer to General Specification Section-I (6.4 to 6.23.2 )

20mm thick cement Plaster for outer side in cement motor 1:4Refer to General Specification Section-I (6.4 to 6.23.2 )

Boulder filling under floorRefer to General Specification Section-I (6.4 to 6.23.2 )

Cement Concrete 1:3:6 40mm thick under floorRefer to General Specification Section-I (3 to 3.14 )

Providing ceramic tile flooring

P/F 10mm thick Anti skid floor tile in Toilet floor

White glazed tiles 6 mm thick in skirting risers

P/F Dura Stone 30x30 cum (Nicto/So many/Orient maru tile flooring for Corridor/ Verrandah

Providing &Fixing bright finished brass sliding door bolts. 300x15mmRefer to General Specification Section-I (6.4 to 6.23.2)

Providing & fixing 40x3mm flat iron hold fast 40cm longRefer to General Specification Section-I (6.4 to 6.23.2)

Providing & fixing Moulded hand rail of M.S. hollow pipe 50mm dia welded in straight length over M.S. flatRefer to General Specification Section-I (6.4 to 6.23.2)

Providing & fixing Tower bolts 200x10mmRefer to General Specification Section-I (6.29 to 6.29.2)

Providing & fixing Tower bolts 150x10mmRefer to General Specification Section-I (6.29 to 6.29.2)

Providing & fixing brass handles 125mmRefer to General Specification Section-I (6.29 to 6.29.2)

Providing & fixing brass handles 100 mmRefer to General Specification Section-I (6.29 to 6.29.2)

Providing & fixing bright finished hard drawn hooks and eyes complete 150 mmRefer to General Specification Section-I (6.29 to 6.29.2)

Providing & fixing 12mm thick & 100mm tvidepalment with 25mm dia meter wooden curtain rod and bracket including fixing 25x3mm MS flat 10 cm longRefer to General Specification Section-I (6.29 to 6.29.2)

Plinth protection 50mm thick in cement concrete 1:3:6

C/O coursed rubble hammer dressed "U" shape open surface drain with side wall 15x22cm cement motor 1:6Refer to General Specification Section-I (6.29 to 6.29.2)

Applying Birla white wall care putty over plaster surface

Apply one coat of Acrylic primer (spectrum and equivalent of superior quality) on new concrete / masonary / plaster surface

Wall painting (two coats) with acrylic emulsion paint of approved brand and manufacture for interior grade on undercoated concrete/stone/plaster wall surface

Applying priming coat over new wood and wood base surface after and including preparing the surface by thoroughly cleaned oil, grease dirt and other foreign matterRefer to General Specification Section-I (21.5)

Painting two coats (excluding priming coat) on new and wood based surface with enamel paint other than white cement paintsRefer to General Specification Section-I (21.5)

LIS Kalswai

Excavation in foundation and trenches etc. in earth work in all leads and lifts in all kind of soils such as pick work, jumper work in soft/hard rock including chiseling/wedging out of rock, saturated soil including bailing/pumping out of water, stacking the excavated soil and returning the same in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.Refer General Specification Section-I ( 2 to 2.7)

Providing and laying cement concrete 1:6:12 (1 cement :6 sand :12 graded stone agg. 40mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Random rubble masonry/Polygonal rubble masonry ( un coursed / brought to courses) with hard stone of approved quality in foundation and plinth I/c leveling up with cement concrete 1:6:12 (1cement:6 sand :12 graded stone aggregate 20 mm nominal size ) at plinth level in cement mortar 1:6 ( 1cement:6 sand)including curing complete. As per direction and to the entire satisfaction of the Engineer-in- charge in all lead and lifts.Refer to General Specification Section-I (3 to 3.14 )

Brick work using common burnt clay 2nd class building bricks in supper structure above plinth level up to floor two level in cement mortar 1:6 (1 cement :6 sand)including curing complete as per direction and to the entire satisfaction of Engineer-in-charge up to all lead and lifts.Refer to General Specification Section-I (6.4 to 6.23.2 )

Half brick masonry in common burnt clay 1st class building bricks in superstructure above plinth level up to floor two level in cement mortar1:4 (1 cement :4 sand) Refer to General Specification Section-I (6.4 to 6.23.2 )

Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jump lock jamb, beed and if required angle threshold of mild steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tails to each jamp including steel but things 2.5mm thick with guards, lock strike plate and shock .

Providing and fixing Panelled , glazed or panelled and glazed shutters for doors, windows and clerestory windows I/c black enamelled iron but hinges with necessary screws 40mm thick using 2nd class deodar wood .

Providing and laying cement concrete work 1:2:4( 1 cement :2 sand :4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-Refer to General Specification Section-I ( 3.6 to 3.14)

Foundation footings bases of columns and the like; and mass concretes per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I ( 3.6 to 3.14)

Suspended floors, roofs, landing, shelves and their supports balconies, beams girders, bressumers, and cantilever up to floor two level .Refer to General Specification Section-I ( 3.6 to 3.14)

Providing and laying cement conrete1: 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I ( 3.6 to 3.14)

Providing and laying cement concrete by concrete mix using nominal concrete mix 'M-25 " with graded stone aggregate 25mm nominal size finishing and curing complete (excluding the cost of form work) for RCC work as per direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts including carriage.:Refer to General Specification Section-I ( 3.6 to 3.14)

Foundation footings bases of columns and the like; and mass concretes per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I ( 3.6 to 3.14)

In beams &cantilever complete in all leads and lift.Refer to General Specification Section-I ( 3.6 to 3.14)

Column. Pillar& post upto floor two levelRefer to General Specification Section-I ( 3.6 to 3.14)

Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I ( 3.6 to 3.14)

Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I ( 3.6 to 3.14)

Arches up to floor two level in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. Refer to General Specification Section-I ( 3.6 to 3.14)

Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone agg. 40mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.Refer to General Specification Section-I ( 3.6 to 3.14)

Providing and laying cement concrete by concrete mix using nominal concrete mix 'M-20 " with graded stone aggregate 20mm nominal size finishing and curing complete (excluding the cost of form work) for RCC work as per direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts including carriage.Refer to General Specification Section-I ( 3.6 to 3.14)

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 batten and bellies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :Refer to General Specification Section-I ( 3.6 to 3.14)

Foundation footing bases of columns &mass concrete.Refer to General Specification Section-I ( 3.6 to 3.14)

Beams, cantilever Girders & lintals sides & soffits of beams, beams, haunching cantilever girders not exceeding 1mtr. Depth.Refer to General Specification Section-I ( 3.6 to 3.14)

Column. Pillar& post upto floor two level square, rectangular& polygonal in plan.Refer to General Specification Section-I ( 3.6 to 3.14)

In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.Refer to General Specification Section-I ( 3.6 to 3.14)

Vertical surfaces such as wall (any thickness) partitions and the like including attached pilasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.Refer to General Specification Section-I ( 3.6 to 3.14)

Providing form work of ordinary timber planking so as to give a rough finish including centring, shuttering, strutting & propping etc. height of propping &centring below supporting floor to ceiling not exceeding 4 mts. And removal of the same for insitu-reinforced concrete and plain concrete work in: Arches upto 6.00 mtrs span. Refer to General Specification Section-I ( 3.6 to 3.14)

Construction course rubble hammer dressed U shape open surface drain with side wall 15x22 cm in cement motor 1:6 (1 cement:6 sand) and in side plastering with cement plaster 1:3 (1cement:3 sand) including earth work and laying 10 cm cement concrete 1:5:10 (1cement:5sand:10 graded stone agg. 40 mm nominal size) and finished with a floating coat of neat cement complete as standard design.

Boulder filling solid under floor complete within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. Refer to General Specification Section-I (6.4 to 6.23.2 )

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1cement :3 sand )Refer to General Specification Section-I (6.4 to 6.23.2 )

Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (3 to 3.14 )

Steel work welded in built up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackets and similar works as per direction of Engineer-in-Charge upto all lead and lift.Refer to General Specification Section-I (4 to 5 )

Providing & laying brick tiles over mumty roof grouted with cement mortar 1:3 (1 cement : 3 sand) over 12mm layer of cement mortar 1:3 (1 cement : 3 sand) and finished neat with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Pointing on brick work with cement motor in 1:3 (1cement:3 sand) with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

6 mm cement plaster to ceiling in cement mortar 1:6(cement :6 sand) as per direction and to the entire satisfaction of Engineer- in- charge up to leads and lifts.Refer to General Specification Section-I (6.25 to 6.25.2)

15mm thick cement plaster in single coat on fair side of brick /stone /concrete walls for interior plastering upto floor two level I/c arrises, internal rounded angles, chambers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar1:6 (1 cement :6 sand)Refer to General Specification Section-I (6.25 to 6.25.2)

20mm thick cement plaster in single coat on rough side of brick /stone /concrete walls for interior plastering upto floor two level I/c arrises, internal rounded angles, chambers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar1:4(1 cement :4 sand)Refer to General Specification Section-I (6.25 to 6.25.2)

Providing and fixing MS grills of required pattern in wooden frames of windows etc. with MS flats, square or rounded Plain grill, Detail of cost for grill 90x120cm= 1.08 Sqm.bars with round headed bolts and nuts or by screws.Refer to General Specification Section-I (4 to 5 )

P/F wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56mm for with necessary screws :40mm thick 2nd class Deodar wood :doors, windows and clerestory windows including bright finished black enamelled iron hinges

Providing 40x3 flat iron hold fast 40 cm long including fixing to frame with 10 mm dial meters bolts and nuts and wooden plug and embedding in cement motor block 30x10x15 cm. (1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size)

Providing and fixing M.S. fan clamp (type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop all per standard design complete.Refer to General Specification Section-I (6.29 to 6.29.2)

White washing with lime on undecorated wall surface two coats to give an even shade I/c thoroughly brooming the surface to remove all dirt, dust, mortar dust and other foreign matter as per direction and to the entire satisfaction of Engineer-in-charge up to all lead and lifts.Refer to General Specification Section-I (6.29 to 6.29.2)

Distempering with dry distemper of approved brand and manufacture (Two coats) and of shade on undecorated wall surface to give and even shade over and including primer coat of whiting after thoroughly brushing the surface free from mortar dropping and other foreign matter including preparing within all leads and lift complete in all respect.Refer to General Specification Section-I (6.29 to 6.29.2)

Finishing wall with water proofing cement paint of approved brand & manufacture & required shade on undecorated wall surface (two coat) to give an even shade after thoroughly brushing the surface to remove all dirt & remains of loose powdered materials.Refer to General Specification Section-I (6.29 to 6.29.2)

Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolt and nuts screws etc. Complete in all respect 300x16mm

Providing and fixing aluminium Tower bolts (barrel type) anodized ,transparent or dyed to required colour and shade with screws etc. 200x10mm

Providing and fixing aluminium handles 100mm anodized transparent or dyed to required shade with necessary screws.

Painting two coat (excluding Priming coat )on new wood and wood based surface with ready mixed paint brushing to give an even shade I/c cleaning of all dirt dust and other foreign matter, sand papering and stopping with while enamel paint .Refer to General Specification Section-I (21.5)

Terrazzo tile flooring present terrazzo tiles 20mm thick marble chips of specified size laid in floors tread of steps and landing on a bed of 25mm average thickness of cement motor 1:6 (1cement: 6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of following shades with in all leads and lifts complete in all respect.

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1 cement :3 sand :6 graded stone aggregate 20mm nominal size including curing complete as per direction and to the entire satisfaction of Engineer-in-charge up to all lead and lifts.

Providing and fixing Chain Pulley System for 2 Nos. pumps with steel rope of 15 metres each ISI marked of reputed make complete and testing on 5.00 Tonne load.

Providing and fixing of Yard light/flood light around the intake works complete in all leads and lifts as per the direction and to the entire satisfaction of Engineer-In-Charge.

Laying, jointing and testing in trenches (to level or grade) of various dia GMS pipe (Medium class) jointed with butt welded joints of below diameter conforming to IS 1239-1990 (Part - I ) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in random length 4m-6m with plain ends (Earth work and butt welded joints to be measured and paid separately) and to the entire satisfaction of the Engineer-in-Charge. The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in- Charge

150 mm diaRefer to General Specification Section-II ( 1 to 1.8)

65mm diaRefer to General Specification Section-II ( 1 to 1.8)

Supply of submersible Polder raw water pumping set of reputed make such as KSB/Calama/ Johnston/ SU make conforming to latest relevant BIS Code. The pump should be fitted with free flow impeller of bronze or suitable alloys as per BIS:5659:1970 suitable for handling raw water 5000 PPM having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft confirming to BIS specifications. The pump shall be directely coupled to a submersible squirrel cage electric induction motor of Kirloskar/NGEF/Jyoti/Crompton make conforming to BIS code latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in-Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. (Ist stage) Refer to General Specification Section-I (16 to 17.4)

Booster stage :- 2 sets of 7.50 HP each (1 working & 1 standby) of 10.53 LPS each with total Head 21.50 m. Refer to General Specification Section-I (16 to 17.4)

Booster pumps 2 sets of 5 HP each (1 working & 1 standby) of 1.05 LPS each with total Head 66.46 m for outlet no 9 and 10.Refer to General Specification Section-I (16 to 17.4)

PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of star rated energy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Jyoti /WASP confirming to BIS-1520-1980 with upto date amendments, read with BIS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, dia of 405mm priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/Area Brown Boven and suitable for operation on 11 KV HT, 50 cycles/second 3 phase AC electric supply. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 25% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthling, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The HP are indicative.Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after roratetion of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on rorate basis after approval of the competent authority and payment will be made accordingly. Refer to General Specification Section-1 ( 12 to 12.14)

Ist stage :- 2 sets of 40 HP each (1 working & 1 standby) of 10.53 LPS each with total Head 132.29 m.Refer to General Specification Section-1 ( 12 to 12.14)

Providing circumferential Butt welded joints by electrical arc welding to following dia GI Pipes Medium class, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-II ( 1 to 1.8)

150 mm diaRefer to General Specification Section-II ( 1 to 1.8)

65mm diaRefer to General Specification Section-II ( 1 to 1.8)

Providing and welding M.S. flange following table at suitable point, conforming to IS 6392-1971 (Latest with upto date amendments) with plain end GI pipe in requisite number of layers on both faces to make the joint leak proof 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 than 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer in Charge with in all leads and lifts.Refer to General Specification Section-II ( 1 to 1.8)

150mm dia Medium class, Flange table 17Refer to General Specification Section-II ( 1 to 1.8)

65mm dia Medium class, Flange table 5Refer to General Specification Section-II ( 1 to 1.8)

Laying, jointing & testing of G.I pipe of following dia (light/medium class) for outlets pipe & scour pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-ChargeRefer to General Specification Section-I (11 to 11.3 )

100 mm diaRefer to General Specification Section-I (11 to 11.3 )

Providing and fixing double flanged Cast Iron sluice valve of following dia of Leader/Kirloskar make conforming to IS: 14846/2000 with up to date amendment as per Class PN-1.00 to withstand in normal seat pressure of 10.20 Kg/cm2 including champion sheet gasket 3mm thick, welding with M.S. flanges table-5 as per IS 6392-1971 including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (11 to 11.3 )

80 mm diaRefer to General Specification Section-I (11 to 11.3 )

100 mm diaRefer to General Specification Section-I (11 to 11.3 )

150 mm diaRefer to General Specification Section-I (11 to 11.3 )

65mm diaRefer to General Specification Section-I (11 to 11.3 )

Providing and fixing double flanged Non Returning valve of following dia of Leader/Kirloskar make conforming to IS: 14846/2000 with up to date amendment as per Class PN-1.00 to withstand in normal seat pressure of 10.20 Kg/cm2 including champion sheet gasket 3mm thick, welding with M.S. flanges table-5 as per IS 6392-1971 including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-II ( 1 to 1.8)

150mm diaRefer to General Specification Section-II ( 1 to 1.8)

65mm diaRefer to General Specification Section-II ( 1 to 1.8)

Constructing chamber for Sluice valve, with C.I. surface box 100mm top dia, 160mm bottom dia, & 180mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1 cement :5 sand :10 graded stone aggregate 40mm nominal size) & inside plastering with cement mortor 1:3 (1 cement :3 sand) finished with a floating coat of neat cement including curing complete, 600x600x750mm inside size with 150mm thick walls of RCC 1:2:4 (1cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6mm bars at not exceeding 150mm centres both ways.

Providing and fixing Manhole cover of size 60x60 cm made of angle iron frame size 40x40x5mm thick covered with M.S. sheet 2.00mm thick and welded with angle iron frame 35x35x3mm thick including hinges, handles, 8 Nos hold fast and locking arrangement along with lock and key of standard make primer two coat with redoxide paint complete and manhole cover fixed in storage tank/intake with cement concrete 1:1.5:3, nut & bolt and dismantling of RCC work complete as per direction and to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (7 to 7.6 )

Providing laying jointing and commissioning of HDPE (High Density Polyethlene pipe) of following diameter and class confirming to IS 4984-2016 with fusion welding process including all necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge (earth work in ternches to be mesured and paid separately)Refer to General Specification Section-I (21.5)

HDPE pipe 90 mm dia PN 4 PE-80 Refer to General Specification Section-I (21.5)

HDPE pipe 75 mm dia PN 6 PE-100.Refer to General Specification Section-I (21.5)

Providing & fixing of HDPE (High Density Polyethylene pipe) necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge.Refer to General Specification Section-I (21.5)

75mm Φ PN4.0/5.0/6.0/8.0 HDPE pipes Refer to General Specification Section-I (21.5)

75mm Φ PN6 HDPE pipe endRefer to General Specification Section-I (21.5)

75mm Φ PN6 HDPE 90⁰ bends Refer to General Specification Section-I (21.5)

75mm Φ PN6 HDPE QC pump connectorRefer to General Specification Section-I (3 to 3.14)

Providing & fixing in position RCC pipe of following dia., class & length for outletsRefer to General Specification Section-I (21.5)

RCC pipe of 900mm Φ NP2.0Refer to General Specification Section-I (21.5)

RCC pipe of 350mm Φ NP2.0Refer to General Specification Section-I (21.5)

Providing and fixing cast iron Flow meter/Bulk meter wolmen type magnetic drive class-B including flanges complete in all respects within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-charge.

100 mm dia

80 mm dia

Miscellaneous for locking arrangements & other accessories as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing digital water level monitoring system for automatic pump control with all necessary complete as per direction and to the entire satisfaction of engineer in charge.

Matour Tanda

Excavation in foundation and trenches etc. in earth work in all leads and lifts in all kind of soils such as pick work, jumper work in soft/hard rock including chiseling/wedging out of rock, saturated soil including bailing/pumping out of water, stacking the excavated soil and returning the same in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.Refer General Specification Section-I ( 2 to 2.7)

Excavation in foundation and trenches etc. in earth work in all leads and lifts in all kind of soils such as pick work, jumper work in soft/hard rock including chiseling/wedging out of rock, saturated soil including bailing/pumping out of water, stacking the excavated soil and returning the same in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.Refer General Specification Section-I ( 2 to 2.7)

Providing and laying cement concrete 1:5:10 (1Cement: 5 Sand:10 Graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and liftsRefer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone aggregate 40mm nominal size) On curing complete excluding cost of form work in foundation and plinth in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:3:6 (1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete work (M15) 1:2:4(1cement :2 sand :4 graded stone aggregate. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in: -Refer to General Specification Section-I (3 to 3.14 )

Foundation footings bases of columns and the like; and mass concretes per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

In Column pillar, post and struts square rectangular or polygon plan upto floor level.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete (M20) 1: 1½: 3 mix. (1cement: 1½:sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:Refer to General Specification Section-I (3 to 3.14 )

Foundation footings bases of columns and the like; and mass concretes per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Walls any thickness but not less than 0.1m thickness including attached pilaster buttresses, plinth and string courses from top of foundation up to two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Suspended floor roofs, landing, shelves and their supports balconies beams, girders, bressumers and cantilevers up to two level all floor level in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. Refer to General Specification Section-I (3 to 3.14 )

Dome/Arches upto floor two level.Refer to General Specification Section-I (3 to 3.14 )

Columns, pillars, posts & struts upto floor two level. Refer to General Specification Section-I (3 to 3.14 )

Lintels, beams, girdersbressumers and cantilevers upto all floor level.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying Precast slab in nominal cement concrete MIX of M25 and curing complete excluding cost of form work as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14 )

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering strutting and propping etc. with wooden batten and bellies, in all heights of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ reinforced concrete and plain concrete work in :- Refer to General Specification Section-I (3 to 3.14 )

Vertical surfaces such as wall (any thickness) partitions and the like including attached pilasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. Refer to General Specification Section-I (3 to 3.14 )

In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc. up to all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14 )

Beams, cantilevers, girders & lintels, sides & soffits of beams, hunching, cantilevers, bressumers 1.00 mts. In depth in all heights from floor.Refer to General Specification Section-I (3 to 3.14 )

Edges of slabs and breaks in floors & walls under 20 cms. Wide.Refer to General Specification Section-I (3 to 3.14 )

Prov. in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand)Refer to General Specification Section-I ( 6.24 to 6.34.2)

Providing Laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire up to all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

8 mm diameterRefer to General Specification Section-I (3 to 3.14 )

10 mm diameterRefer to General Specification Section-I (3 to 3.14 )

12mm diameterRefer to General Specification Section-I (3 to 3.14 )

16mm Refer to General Specification Section-I (3 to 3.14 )

Brick work using common burnt clay building bricks (2nd class) in super structure above plinth level up to floor two level in cement mortar 1:4 (1cement:6 sand) in all leads and lifts.Refer to General Specification Section-I (6.4 to 6.23.2 )

Providing wood work in frames of doors, windows and other frames wrought framed and fixed in position with second class deodar wood in all leads and lifts.Refer to General Specification Section-I (6.29 to 6.29.2)

Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts.Refer to General Specification Section-I (6.29 to 6.29.2)

Prov. & fixing wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors, windows & clerestory windows including bright finished black enameled iron hinges with necessary screws.Refer to General Specification Section-I (6.29 to 6.29.2)

Cement concerts flooring 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement (40mm thick) as per direction and to the entire satisfaction of Engineer-in-charge up to all lead and lift.Refer to General Specification Section-I (6.25 to 6.25.2)

20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering up to floor two level including arises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) within all leads and lifts.Refer to General Specification Section-I (6.25 to 6.25.2)

Pointing on brick masonry in cement mortar 1:3 (! cement:3 sand) RULEDRefer to General Specification Section-I (6.25 to 6.25.2)

6 mm cement plaster to ceiling in CM 1:4 (1Cement :4 Sand)Refer to General Specification Section-I (6.25 to 6.25.2)

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.Refer to General Specification Section-I (6.25 to 6.25.2)

Providing under layers for plinth protection of 75 mm thick(unconsolidated) bed dry brick / stone aggregated 40 mm nominal size will rammed & consolidated & grouted with fine sand including preparation of ground.Refer to General Specification Section-I (6.25 to 6.25.2)

Applying two coat of wood preservative on new wood-basedsurface after and including preparing the surface by thoroughly cleaning dirt dust and other foreign matter.Refer to General Specification Section-I (6.29 to 6.29.2)

Applying priming coat over new wood and wood-based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts.Refer to General Specification Section-I (6.29 to 6.29.2)

Painting two coats (excluding priming coat) on new wood and wood-based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts.Refer to General Specification Section-I (21.5)

White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.Refer to General Specification Section-I (21.5)

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 thoroughly brushing the surface to remove all dirt & remains of loose powdered materials.Refer to General Specification Section-I (21.5)

Providing and fixing M.S. fan clamp (Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete.Refer to General Specification Section-I (6.29 to 6.29.2)

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embedding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size.

Providing and fixing following anodized aluminum fittings of anodized transparent and shade with necessary screw etc. complete

Sliding door bolts 250x16mm.

M.S. tower bolts (Barrel type) leads and lifts. 200x10mm.

M.S. handles 125mm diameter

Half brick masonry in common burnt clay building in cement mortar 1:4 (1Cement:4 Sand)

Stone/Boulder filling under floors/behind retaining walls.

Providing and fixing Manhole cover of size60x60 cm made of angle iron frame size 40x40x5mm thick covered with MS. sheet 2.00mm thick and welded with angle iron frame 35x35x3 mm thick. Including hinges, Handles, 8 Nos Hold fast and Locking arrangement along with lock and key of stranded make, Primer two coats, with red oxide paint/ bronze blue paint complete and manhole cover fixed in Storage tank, Intake chamber with Cement concrete 1:1.5:3 for nut and bolt 16mm diameter and dismantling of RCC work i/c carriage of material in all leads & lifts completion all respect and as per direction of Engineer-in-Charge.

Steel work welded in built up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in grating, framed guard bars ladders, railing braked and similar works as per direction of Engineer-in-Charge up to all lead and lift.Refer to General Specification Section-I (4 to 5 )

Providing & laying in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separately)

i) 80mmRefer to General Specification Section-I (11 to 11.3 )

ii)80 mmRefer to General Specification Section-I (11 to 11.3 )

Providing & fixing C.I. Sluice valve (with hand wheel) as per IS: 780-1984 class-I up to 300 mm dia. (i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts, rubber insertion etc., (the tail piece if required shall be measured & paid for separately)Refer to General Specification Section-I (11 to 11.3 )

I) 80mm& paid for separately)Refer to General Specification Section-I (11 to 11.3 )

ii)80 mm& paid for separately)Refer to General Specification Section-I (11 to 11.3 )

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) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortar 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 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centers both ways

Providing and laying Pebbles Cobbles (12-18mm) (Rounded)

Providing and laying Gravel (4-6mm) Rounded

Providing and laying 400 mm diameter perforated pipe with 8% open area wrapped using 250 GMS thick Geotextile

Providing and laying geotextile filter behind pipes having thickness of not less than 2.00mm(two) conforming to IS-13162 (Part-3)-1992 & minimum weight 250 grams/ square meters (two hundred Fifty) (conforming to ASTM D-5261-1992) in minimum width 4 meter i/c lap folding and jointing etc. not less than 4.00 meter in width complete i/c carriage of materials within all leads & lifts

Excavation in earth work and filling in 15 cm. layer in foundation and plinths

Providing and laying of HDPE pipe 400 mm diameter

Providing Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-2016 with fusion welding process including all necessary fitting in all leads and lifts to the entire satisfaction of Engineer-in-charge. (Earth work in trenches to be measured and paid separately) Refer to General Specification Section-I (21.5)

HDPE,125Φ, PN 4.0, PE80Refer to General Specification Section-I (21.5)

Providing and fixing cast iron Flow meter/bulk meter wolment type magnetic drive class-B flanges including complete in all respect.

80 mm diameter

Providing laying, jointing and testing in trenches (to level or grade) of pipes jointed with every fifth joint flanged & remaining butt weld joints of below diameter conforming to IS 1239-1990 (Part - I ) with latest up to date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in random length 4m-6m with plain ends and jointed with MS Flanges conforming to IS 6392-1971(Latest up to date amendments) and welding of flanges as per IS 816-1969 with electrodes as per IS 814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. The welding of flanges to be done on both faces in two layers to make the joints leak proof and to entire satisfaction of the Engineer-in-Charge. The laying of pipes conforms to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing Refer to General Specification Section-I (11 to 11.3 )

Booster stage: -(RD’s 0/0 to 150) GMS pipe 80 mm diameter, wall thickness 4.5 mm and table-5Refer to General Specification Section-I (11 to 11.3 )

1st stage Horticulture: -(RD’s 0/0 to 225) GMS pipe 80 mm diameter, wall thickness 4.5 mm and table-5Refer to General Specification Section-I (11 to 11.3 )

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end API pipe in two layers on both faces to make the joint leak proof (The cost of providing and laying of API pipes and butt welded joint to be measured and paid for separately). 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 than 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer in Charge with in all leads and lifts.Refer to General Specification Section-I (11 to 11.3 )

Booster stage: -(RD’s 0/0 to 150) GMS pipe 80 mm diameter, wall thickness 4.5 mm and table-5Refer to General Specification Section-I (11 to 11.3 )

1st stage Horticulture: -(RD’s 0/0 to 225) GMS pipe 80 mm diameter, wall thickness 4.5 mm and table-5Refer to General Specification Section-I (11 to 11.3 )

Providing circumferential butt welded joints by electrical arc welding to MS 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 conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (11 to 11.3 )

(RD’s 0/0 to 150) GMS pipe 80 mm diameter, wall thickness 4.5 mm Refer to General Specification Section-I (11 to 11.3 )

(RD’s 0/0 to 225) GMS pipe 80 mm diameter, wall thickness 4.5 mm Refer to General Specification Section-I (11 to 11.3 )

S/E OF PUMPING MACHINERY: - Supply of star rated energy efficient submersible pumping set of KSB/Calama/ Johnston/ Crompton/BS/ SABAR/ Oswal/ Kirloskar/WPIL make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP & 2900 rpm of reputed make conforming to BIS 9283-1979 latest with up to date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps, cable clips, depth gauge NRV & Sluice valves of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. (1st stage). The rate shall be quoted with per set rate of pumping machinery. For detailed design parameters/ requirements (Booster stage) For detailed design parameters/ requirements SITE CONDITIONS : Location of Site About 22 Km from Sarkaghat. The altitude of place in which the motor is intended to work in ordinary service if it exceeds 1000 mt. No. of working hours per day 8 Hours.Refer to General Specification Section-I (16 to 17.4)

Booster Stage - No. of working sets = 2 Nos. (Discharge of each working pump=4.67 LPS.), Total Head=15.83 Meters. Type of Pump Sets-Submersible=2x5=10HP.Refer to General Specification Section-I (16 to 17.4)

PUMPING MACHINERY CENTRIFUGAL Providing horizontal spindle, horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, In series/parallel of recommended make such as per BIS 1520-1980 with up to date amendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characteristics with bronze, impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty point head. The motor/motors as per ISI: 325:1978 with up to date amendments read with IS 900:1972. It should include cost of bearing nuts, bolts and painting etc. and should meet the following requirements: (1st stage) For detailed design parameters/ requirements Refer to General Specification Section-1 ( 12 to 12.14)

1st stage - No. of working sets = 2 Nos. (Discharge of each working pump= 4.67 LPS.), Total Head= 18.16 Meters. Type of Pump Sets-Centrifugal =2 x5= 10 HP.Refer to General Specification Section-1 ( 12 to 12.14)

Fittings and accessoriesRefer to General Specification Section-I (21.5)

75Φ PN4.0/5.0/6.0/8.0 HDPE pipes Refer to General Specification Section-I (21.5)

75Φ PN6 HDPE pipe endRefer to General Specification Section-I (21.5)

75Φ PN6 HDPE 90⁰ bends Refer to General Specification Section-I (21.5)

75Φ PN6 HDPE QC pump connector

Material of construction to be specified by the tendered (manufacturers certificate to be appended. Providing & fixing in position RCC pipe of following dia., class & length for outletsRefer to General Specification Section-I (21.5)

RCC pipe of 900mm Φ NP2.0Refer to General Specification Section-I (21.5)

RCC pipe of 350mm Φ NP2.0Refer to General Specification Section-I (21.5)

Miscellaneous for locking arrangements & other accessories as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing of Fencing panels of size 1.20 x 1.80 Meters. Of Jali 25mm x 25mm welded to M.S. Black Tube of 32 mm diameter of 14 gauge mm thick with M.S flats 20mm x 3mm, welded all the pipes panel two both side and providing hold fasts 7 Nos. of MS flat of 32mm x3 mm thickness having costing of tee of size 15 cms x 15 cms tee acting as hold fasts including cutting welding painting with red oxide paint to the entire satisfaction of Engineer-in-Charge.

P/F MS sliding door bolt

Provision for SOP for 1st Stage & 2nd stage

LIS Kalhod

Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick jumper work in all lead and lifts to the entire satisfaction of Engineer-in-Charge.Refer General Specification Section-I ( 2 to 2.7)

Bailing out or Pumping out water/slush during excavation in Foundation in all lead and lifts to the entire satisfaction of Engineer-in-Charge. Refer General Specification Section-I ( 2 to 2.7)

Providing , laying , jointing and testing of Perforated HDPE pipes in trenches to required grades as per IS: 4984-1995 latest with up to date amendments of 315 mm OD pipes, PE-100 material grade and PN-10 class of pipes. The jointing of pipes should be done by way of butt fusion welding as per relevant IS Code and specifications including all fittings and accessories e.g. coupling, Tee's, bends, reducers, screwed adopters, flanged tail pieces etc. complete in all respect in all lead and lifts to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (21.5)

Providing , laying , jointing and testing of Perforated HDPE pipes in trenches to required grades as per IS: 4984-1995 latest with up to date amendments of 400 mm OD pipes, PE-100 material grade and PN-10 class of pipes. The jointing of pipes should be done by way of butt fusion welding as per relevant IS Code and specifications including all fittings and accessories e.g. coupling, Tee's, bends, reducers, screwed adopters, flanged tail pieces etc. complete in all respect in all lead and lifts to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (21.5)

Providing and laying cement concrete 1:3 :6( 1cement: 3 sand: 6 graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form workin foundation and plinthRefer to General Specification Section-I (3 to 3.14 )

I) Foundation and Footing.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:6:12( 1cement:6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.Refer to General Specification Section-I (3 to 3.14 )

Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-Refer to General Specification Section-I (3 to 3.14 )

Foundation and Footing in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14 )

Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge..Refer to General Specification Section-I (3 to 3.14 )

Suspanded floor, roofs, Landing and shelves and their support balconies, beams, girders, bressumers and cantilevers up to two floor level in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14 )

Stair cases with sloping or steppedsoffits excluding landing.soffits excluding landing.Refer to General Specification Section-I (3 to 3.14 )

Providing form work with steel plates 3.15 mm thick welded with angle iron frames 30x30x5 mm so as to give fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:-Refer to General Specification Section-I (3 to 3.14 )

Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. Refer to General Specification Section-I (3 to 3.14 )

Flat surfaces such as soffits of suspended floors, roofs , landing and the like.Refer to General Specification Section-I (3 to 3.14 )

Beams, cantilevers, girders and lintels sides and soffits of beams, beam haunchings, cantilivers, girders, bressumers and lintels not exceeding 1 metre in depth.Refer to General Specification Section-I (3 to 3.14 )

Stair cases with sloping or steppedsoffits excluding landing.soffits excluding landing.Refer to General Specification Section-I (3 to 3.14 )

Edges of slabs and breaks in floorsand wallsRefer to General Specification Section-I (3 to 3.14 )

Providing form work of ordinary timber planking's so as to give a fair finish including centering, shuttering, propping etc. height of propping & centering below supporting floor to ceiling & removal of the same for-in-situ reinforced concrete & concrete work in arches exceeding 6 mtrs. span (dome) as per direction & to the entire satisfaction of Engineer-in-Charge.Refer to General Specification Section-I (3 to 3.14 )

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level in all lead and lifts to the entire satisfaction of Engineer-in-Charge.

Random rubble masonry/Polygonal rubble masonry (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6Refer to General Specification Section-I (3 to 3.14 )

Sqaured rubble masonry course with hard stone of approved quality in foundation and plinth.Refer to General Specification Section-I (3 to 3.14 )

Brick work using common burnt clay building bricks in super structure above plinth level upto floor two level 2nd class bricks cement mortar 1:6(1cement:6sand).Refer to General Specification Section-I (6.4 to 6.23.2 )

Providing wood work in frames of doors, window, clerestory windows and other frames wrought, rramed & fixed in position.Refer to General Specification Section-I (6.29 to 6.29.2)

Providing 40 * 3 mm iron hold fast 40 cm long including fixing to frame with 10 cm dia bolts, nuts and wooden plugs and embending in c.c. block 30*10*15 cm 1:3:6 ( 1 cement:3 sand: 6 graded stone aggregate 20 mm nominal size.Refer to General Specification Section-I (6.29 to 6.29.2)

Filling in plinth with sand underfloors including watering, ramming,consolidating and dressing complete

Stone filling under floor hand packed tightly properly in complete.Refer to General Specification Section-I (6.4 to 6.23.2 )

Providing and laying cement concrete 1:6:12( 1cement:6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.Refer to General Specification Section-I (3 to 3.14 )

Foundation and plinthRefer to General Specification Section-I (3 to 3.14 )

6mm. Cement plaster to ceiling in cement mortar 1:3 (1cement :3sand)Refer to General Specification Section-I (6.25 to 6.25.2)

20 mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:5 (1 cement:6 sand)Refer to General Specification Section-I (6.25 to 6.25.2)

White glazed tiles 6 mm thick in flooring, treads of steps and landing laid on bed of a12mm thick cement mortar 1:3 (1Cement : 3 sand) finished with flush pointing in white cement.

Providing and laying Duro stone vetrified tiles (300x300x10mm) in grey / coloured or of approved shade in flooring, treads of steps and landing laid on a bed of 12 mm thick cement mortar 1:3 (1 cement : 3 sand) laid over and jointed with neat cement slury finished with flush pointing in white cement mixed with pigment of required shade to match the shade of tiles complete.

Providing and fixing 10 mm thick anti skid water proof stain and impect resistent heavy duty vitrified tiles Nitco or equavalent 600mm x 600mm x10mm manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12 mm thick cement mortar 1:3 (1 cement : 3 sand) jointed with cement slury mixed with pigment to match the shade of tiles as required complete.

Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matt finishe to the surface complete.

Wall painting (two coats) with acrylic emulsion paint of approved brand and manufacture for interior grade on undercoated concrete / stone / plastered wall surface to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth including applying of putty as required for melting of surface.

25 mm wooden planking tongued and grooved, in flooring and grooved, in flooring fixing to wooden base frame with iron screws complete (base wooden frame to be paid separately)

Providing and fixing plain lining with tongued and grooved jointing and screws(frame work and cover fillets to be measured and paid for separately) with.

With Ist.class Deodar wood

Applying wax polish on new wood and wood based surfaces with bees wax polish in proportion of 2:1.5:1:0.5(2 bees wax:1.5 linseed oil : 1 turpentine oil:0.5 varnish by weight) to give an even surface including cleaning the surface of all dirt,dust and sand papered smooth.

Providing and fixing panneled glazed or panelled and glazed shutters for doors, windows and clerestory windows,including black enamelled iron butt hinges with necessary screws. 40 mm thick.2nd class deodar wood.Refer to General Specification Section-I (6.29 to 6.29.2)

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for doors windows and clerestory windows including bright finished black enameled iron hinges with necessary screws.Refer to General Specification Section-I (3 to 3.14 )

Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, greese, dirt and other foreign matters ,sand papering and knotting. Ready mixed paint brushing wood primer pink.Refer to General Specification Section-I (21.5)

Painting two coats (excluding priming coat) on new wood and wood based surfaces, with enamel paint to give an even shade including cleaning the surface of dirt ,dust and other foreign matters sand papering and stopping with readymade paint other than whiteRefer to General Specification Section-I (21.5)

Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws.Refer to General Specification Section-I (4 to 5 )

Providing and fixing anodized aluminum tower bolts( barrel type) with screws etc complete. 250x10mm

Providing and fixing anodized aluminium sliding door bolts with bolts and nuts screws etc complete 250x16mm

Providing and fixing anodised aluminium handle with bolts and nuts screws etc complete 250x16mm

Providing and fixing P.V.C. Pipe 4kg/cm² 110 mm in all leads and lifts

Providing and fixing P.V.C. Pipe 4kg/cm² 90 mm in all leads and lifts

Providing and fixing P.V.C. connection pipe 90 mm in all leads and lifts

Providing and fixing P.V.C. connection Door Bend 110 mm in all leads and lifts

Providing and fixing P.V.C. connection Door Bend 90 mm in all leads and lifts

Providing and fixing floor trap. 90 mm in all leads and lifts

Providing and fixing tee. 90 mm in all leads and lifts

Providing and fixing socket. 90 mm in all leads and lifts

Providing and fixing bend. 110 mm plain in all leads and lifts

Providing and fixing door tee. 110 mm in all leads and lifts

Providing and fixing plain tee. 110 mm inall leads and lifts

Providing laying ,jointing & testing in trenches G.I. Pipe 15 mm dia in all leads and lifts

Providing laying ,jointing & testing in trenches G.I. Pipe 20 mm dia in all leads and lifts

Providing laying ,jointing & testing in trenches G.I. Pipe 25 mm dia in all leads and lifts

Providing and fixing GI Union15mm dia in all leads and lifts.

Providing and fixing GI tee15mm dia in all leads and lifts.

Providing and fixing GI socket 15mm dia in all leads and lifts.

Providing and fixing GI Elbow 15mm dia in all leads and lifts.

Providing and fixing counseled in all leads and lifts.

Providing and fixing G.I. Union 20 mm dia in all leads and lifts.

Providing and fixing G.I. Union 25 mm dia in all leads and lifts.

Providing and fixing G.I. Nipple 15 mm dia in all leads and lifts.

Providing and fixing wheel valve. in all leads and lifts.

Providing and fixing tank Nipple 15 mm dia in all leads and lifts.

Providing and fixing float valve 15 mm dia in all leads and lifts.

Providing and fixing piller cock in wash basin in all leads and lifts.

Providing and fixing glass size 0.60*0.60 mm in all leads and lifts.

Providing and fixing plug 15 mm in all leads and lifts.

Providing and fixing iron hock in all leads and lifts.

Providing and fixing side bend 15 mm hock in all leads and lifts.

Providing and fixing angle cock in all leads and lifts.

Providing and fixing shawerangle cock in all leads and lifts.

Providing and fixing bib cock in all leads and lifts.

Providing and fixing long cock in all leads and lifts.

Providing and fixing pillar cock in all leads and lifts.

Providing and fixing waste pipe in all leads and lifts.

Providing and fixing Jali in all leads and lifts.

Providing and fixing C.P. waste pipe in all leads and lifts.

Providing and fixing connection pipe in all leads and lifts.

Providing and fixing plastic tank 1000 ltrs. in all leads and lifts.

Providing and fixing Ring towal ring rock in all leads and lifts.

Providing and fixing 600mm Rectangle towal rail in all leads and lifts.

Providing and fixing toilet paper holder in all leads and lifts.

Providing and fixing Tumbler holder in VIP Shuit in all leads and lifts.

Providing and fixing soap holder in all leads and lifts.

Providing and fixing One piece toilet seat in all leads and lifts.

Wiring for light point / fan point / exhaust fan / call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required.

Group C.

Wiring for circuit / sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 1 No.HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required.

i) 2 x 1.5 Sq. mm.

ii) 2 x 4.00 Sq. mm.

Supplying and fixing 3 pin 5/6 amps. Socket outlet on the exists switch box/covers including connections etc. as required.

Supplying and fixing 2 way 5/6 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connections etc. as required.

Supplying and fixing 3 pin 15/16 amps. Socket outlet on the exists switch box/covers including connections etc. as required.

Supplying and fixing 15/16 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connections etc. as required.

Supplying and fixing wooden box of following size (nominal) on surface or recess with suitable size of phenolic laminated sheet cover of in front as required.

(a) 229 mm.x 102 mm.x 60 mm. deep

(b) 203 mm.x152 mm.x 60 mm. deep

Supplying and fixing ceiling rose on existing junction box/ wooden block including connections etc. as required.

Supplying and fixing plain pendent with 16/20 mm twin twisted, flexible PVC insulated copper cable and backelite pendant holder including connections, etc. as required.

Supplying and Fixing 5 Amps to 32 Amps rating, 240 Volts, L series miniature circuit breaker of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required Cat - A. (Single Pole)

Supplying and Fixing of following way, single pole and neutral, sheet steel, MCB distribution board, 240 Volts on surface/ recess, complete with tinned copper busbar, netural link, earthbar, dibnbar, detachable gland plates, inter connections, i/c painting, earthing etc. as required busbar 8 way.

Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (63 amp. CAT - A)

Providing, installing, testing and commissioning of ceiling fan and regulator i/c wiring the down rod of standard length (upto 30 Cm with 1.5 Sqmm PVC insulated copper conductor signle core cable etc. as required.Ceiling fan 1400 mm sweep category A

Providing and fixing ultra slim decorative extruded box fixture with domestic electronic ballast, snap-on installers, suitable for 28 watt FTL (T5), complete with all accessories (including one No. T-5 Tube), connections, testing and commissioning etc. as required.

1 x28 watt-FTL(T5) (Category-A)

Providing , laying , jointing and testing of Perforated HDPE pipes in trenches to required grades as per IS: 4984-1995 latest with up to date amendments of 140 mm OD pipes, PE-80 material grade and PN-4 class of pipes. The jointing of pipes should be done by way of butt fusion welding as per relevant IS Code and specifications including all fittings and accessories e.g. coupling, Tee's, bends, reducers, screwed adopters, flanged tail pieces etc. complete in all respect in all lead and lifts to the entire satisfaction of Engineer-in-Charge.

Providing Geo membrane mesh (Geo Fabric) of appropriate size to avoid entry of silts and fines in all lead and lifts ti the entire satisfaction of Engineer-in-charge.

Providing CI sluice valve of 150mm diaPN-1.0(10Kg/cm2)and fixing of MS flang Table-5 approved ISI make with latest amendment complete in all respect with MS connecting rod 1.5 mtrs long to operate wheel of sluice valve i/c jointing of HDPE end cap joint with connection pipe 160mm OD and in all lead & lifts to the entire statisfaction of Engineer in charge.

Providing and placing in horizontal layers filtering media duly graded, screened, cleaned and washed as specified :

crushed coarse aggregate 10 to 20mm

Coushed aggregate 4.75mm to 10mm

Coarsed sand

Filling in plinth with sand under floor including watering, raming, consolidating and dressing complete in all lead and lifts to the entire satisfaction of Engineer-in-charge.

Providing & fixing precast concrete manhole cover & frame conforming to IS-12593-1988,part-I and IS 12592-1991, part-II, 500 mm diameter, medium duty in all lead and lifts to the entire satisfaction of Engineer-in-charge.

Providing & fixing precast concrete manhole cover & frame conforming to IS-12593-1988,part-I and IS 12592-1991, part-II, 560mm diameter , medium duty in all lead and lifts to the entire satisfaction of Engineer-in-charge.

Temporary diversion of khadd by construction temporary drains/bund to facilitate constructional activities in all lead and lifts to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete 1:4:8( 1cement:4 sand:8 graded stone aggregate40 mm nominal size) and curing complete excluding the cost of form work in:- foundation and plinth in all lead and lifts to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:2 :4 ( 1cement: 2 sand: 4graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement work in Refer to General Specification Section-I (3 to 3.14 )

Foundation footing base of columns mass concrete in all lead and lifts to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (3 to 3.14 )

Suspanded floor, roofs, Landing and shelves and their support balconies, beams, girders, bressumers and cantilevers up to two floor level in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.Refer to General Specification Section-I (3 to 3.14 )

Providing and fixing R.C.C. hume pipe 900mm nominal dia NP2 in all lead and lifts to the entire satisfaction of Engineer-in-charge.Refer to General Specification Section-I (21.5)

Providing and fixing R.C.C. hume pipe 350mm nominal dia NP2 in all lead and lifts to the entire satisfaction of Engineer-in-charge.Refer to General Specification Section-I (21.5)

Providing , laying , jointing and testing of Perforated HDPE pipes in trenches to required grades as per IS: 4984-1995 latest with up to date amendments of 110 mm OD pipes, PE-80 material grade and PN-4 class of pipes. The jointing of pipes should be done by way of butt fusion welding as per relevant IS Code and specifications including all fittings and accessories e.g. coupling, Tee's, bends, reducers, screwed adopters, flanged tail pieces etc. complete in all respect in all lead and lifts to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (21.5)

Providing CI sluice valve of 100mm dia PN-1.0(10Kg/cm2)and fixing of MS flange Table-5 approved ISI make with latest amendments complete in all respect with MS connecting rod 1.5 mtrs long to operate wheel of sluice valve i/c jointing of HDPE end cap joint with connection pipe 110mm OD and to the entire satisfaction of Engineer in charge.Refer to General Specification Section-I (21.5)

Providing and fixing of M.S. angle bracket to cover & safety of sluice valves in side out let chamber 25x25x4mm @ 1.4 kg/mtr complete in all respect in all lead and lifts to the entire satisfaction of Engineer-in-Charge.

Providing and fixing of ceiling for locking of manhole cover complete in all respect in all lead and lifts to the entire satisfaction of Engineer-in-Charge.

Providing & Fixing of HDEP pipe Tee 110mmx110mmx110mm (PN-4, PE-80) with Qc end ( copler on both end of tee) on HDPE pipe with existed pipe of out let dia 110mm OD (Butt fusion) complete in all respect in all lead and lifts to the entire satisfaction of Engineer-in-Charge. Refer to General Specification Section-I (21.5)

Providing and fixing Bulk/ Industrial water meter conforming to class B of ISO 4064 of approved/Reputed make for 110 mm dia HDPE Distribution network system including all fitting i.e. Union,nipple etc as required at site complete in all respect for proper functioning in accordance to relevant BIS and specification with in all lead and lift as per entire satisfaction of Engineer-in-Charge.

Providing, laying and jointing, testing in trenches galvanised mild steel tubes screwed and socketed & joints 65 mm nominal dia ISI marked, conformining to IS :1239 (latest with upto date amendments) including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately).

Providing & Fixing sand cast iron / cast iron spun spigot and socket soil , waste and ventilating pipe( lead choked joints to be measured and paid for separately. 100 mm nominal size as per direction and to the entire satisfaction of the Engineer-in-charge

Providing and fixing sand cat iron / cast iron spun fittings cast iron cowl 100 mm dia as per direction and to the entire satisfaction of the Engineer-in-charge

Providing and Fixing Cast Iron Sluice Valve 150mm nominal bore of Kirloskar / Leader / Kartar make of class PN 1.0 conforming to IS - 780, including the cost of Providing & Fixing companion flanges of following class conforming to IS-6392, with nut & bolts and gasket etc. in all leads and lifts complete in all respects to the entire satisfaction of the Engineer - in - Charge. Refer to General Specification Section-I (11 to 11.3 )

P/F of common header of HDPE Pipes of various dia having main trunk of 200mm HDPE pipe and having flexible outlets of 50mm, 63mm,75mm & 90mm OD HDPE Pipes including ball valves to control/direct the flow to including flexible coupling to facilitate the connection of various dia of HDPE Pipes in all lead and lifts to the entire saatisfaction of Engineer-in-charge.

Providing and fixing Bulk/ Industrial water meter 200 mm nominal bore conforming to class B of ISO 4064 of approved/Reputed make including all fitting i.e. Union, nipple etc as required at site complete in all respect for proper functioning in accordance to relevant BIS and specification with in all lead and lift as per entire satisfaction of Engineer-in-Charge.

Providing , laying , jointing and testing of HDPE pipes in trenches to required grades as per IS: 4984-1995 latest with up to date amendments of following OD pipes, material grade and class of pipes. The jointing of pipes should be done by way of butt fusion welding as per relevant IS Code and specifications including all fittings and accessories e.g. coupling, Tee's, bends, reducers, screwed adopters, flanged tail pieces etc. complete in all respect. Refer to General Specification Section-I (21.5)

110 mm OD, PE-80, PN-4Refer to General Specification Section-I (21.5)

110 mm OD, PE-100, PN-6Refer to General Specification Section-I (21.5)

110 mm OD, PE-100, PN-8Refer to General Specification Section-I (21.5)

Providing, laying, jointing and testing in trenches ( to be levelled to grades) GMS flanged pipes (as per IS: 1239:1991, Part-1 & 2) of following diameter, class & wall thickness and IS specification capable to withstand the required hydraulic test pressure as per IS Code in a random length of 4 mtrs. to 7 mtrs. with bevelled ends and jointed with flange table mentioned below conforming to IS-6392-1971(latest with up to date amendments). The welding of flanges to be done on both faces in double layer to make the joint leak proof according to relevant BIS standard and specifications. The pipe including nuts and bolts of required size, 3mm thick compressed asbestos fibre jointing gasket/ synthatic rubber jointing gasket should be conforming to relevant BIS code. Laying will include all operations such as cutting, welding, painting and jointing including flushing, cleaning and hydraulic testing of pipe complete in all respect and to the entire satisfaction of the Engineer-in-Charge. Refer to General Specification Section-I (11 to 11.3 )

150mm nominal bore, Medium class with FT-17.Refer to General Specification Section-I (11 to 11.3 )

Providing, Laying jointing and testing in trenches to be leveled to grades, IS marked GMS pipes (Medium Class) of following diameters conforming to IS 1239-1991(Part-1&2 ) (latest with up to date amendments) , including , butt welding of pipe ends to make water tight joint including carriage of material up to all leads and lifts This work aslo includes including fabrication of short pieces, bends, tees & other specials etc. from parent tubes with butt welding in three layres as applicable for the particular reach & of technical specifications as per site conditions including flushing, cleaning & hydraulic testing complete to the best satisfaction of Engineer in charge. The laying of pipe shall conform to IS: 5822-1994 and as per CPHEEO manual. The rates also include the carriage of GMS tubes from the IPH divisional store Baggi to the site of work , butt welding of joints ,fabrication of short pieces, bends, tees & other specials etc. from parent tubes , flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).Refer to General Specification Section-I (11 to 11.3 )

150mm nominal bore, Medium class with Butt welded joints.Refer to General Specification Section-I (11 to 11.3 )

Supply Installation Testing & Commissioning of suitable Raw water submersible pumpset capable of handling 50 PPM turbidity conforming to latest BIS code. The pump shall be fitted with single vane impeller of suitable alloy for handling raw water as per IS 5669-1970 having oil/grease packed bearings and stainless steel shaft, wound stator on motor side with shaft protection sleeves on pump side ensuring better life for shaft . The impeller of pump shall be directly mounted on extended submersible motor confirming to BIS 9238-1979 with up to date amendments, totally dust and weather proof with detach able pump casing for easy inspection with double mechanical seal, grease/ oil lubricated bearings and provided with stainless steel thrust bearing plate to withstand vertical loads with minimum wear and tear, It should be fitted with device to take up expansion of water on heating of motor & suitable for operation on 415 (+10% ) and ( -15% ) volts 3 Phase 50 C/S AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/ duck foot bend, steel guide wire with mounting hook, lowering chain and standard accessories as supplied by the manufacturers complete, suitable for fulfilling the following requirements:- including Pump set, necessary piping i.e., common header, Control panel with starter and protections; control valves alongwith electrical cable etc Complete job as per IPH/HPSEB specifications including all taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. Including specials and wastage etc.; complete as per entire satisfaction of Engineer-in-charge.Refer to General Specification Section-I (16 to 17.4)

1 set of 1473 LPM each with 53.12 Mtr. Total headRefer to General Specification Section-I (16 to 17.4)

Supply Installation Testing & Commissioning of horizontal spindle, horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps, of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti as per BIS 1520-1980 with upto date amendments, read with IS:9137-1978 or latest edition suitable for lifting water having turbidity upto 4000 ppm for under mentioned characteristics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 45C8/ EN8 with cast iron casing coupled directly through a flexible coupling on a common MS Base Plate to squirrel cage TEFC Energy efficient motors ( Conforming to energy efficiency code IE2 or higher ) of standard make such as Kirloskar /BHEL /CG POWER /Siemens /Jyoti /ABB /Marathon and suitable for operation on 415 (+6% ) and ( -10% ) volts, 50 cycles / second, 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date amendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump set to be installed with existing common header & existing Rising main of 300mm dia alongwith electrical control panel with soft starters; as per requirement of pumping machinery; Complete work inclusive of all taxes,transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc. including specials and wastage etc. It shall include providing and fixing of C.I/C.S Sluice valves of approved make and appropriate class to resist the design pressure and complete as per Tender Specifications and instruction of Engineer in charge.Refer to General Specification Section-1 ( 12 to 12.14)

1 set of 2580 LPM each with 112.00 Mtr. Total headRefer to General Specification Section-1 ( 12 to 12.14)

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Dogra Construction Company Pvt Ltd