Thottumugham L.I Scheme in Varandarappilly Panchayath in Thrissur District ( Civil Works)

Amount

App. A Supplying and fixing D I pipe for pumping main from pump house for Palambrakkunnu side 2.10.1.2 : Excavating trenches of required width and depth upto 1.5 m for pipes exceeding 80 mm dia but not exceeding 300 mm dia, including excavation for sockets, and dressing of sides, ramming of bottoms, getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming, watering, and disposing of surplus excavated soil with all leads, etc. complete as per the directions of departmental officers at site.

18.72.17 : Providing and laying 200 mm dia S & S Centrifugally Cast (Spun) / Ductile Iron Pipes of Class K - 9,conforming to IS : 8329, for pumping main from relift pump, etc. complete as per the directions of departmental officers at site.

2.10.1.3 : Excavating trenches of required width and depth upto 1.50m, for pipes exceeding 300 mm dia but not exceeding 600 mm, including excavation for sockets, and dressing of sides, ramming of bottoms, getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming, watering and disposing of surplus excavated soil with all leads , etc. complete as per the directions of departmental officers at site.

18.72.21 : Providing and laying S & S Centrifugally Cast (Spun) / Ductile Iron Pipes 400 mm dia of Class K -9 pipes conforming to IS : 8329 for pumping main from main pump, etc. complete as per the directions of departmental officers at site.

18.70.3 : Providing push - on-joints to 200 mm dia Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints, cost of rubber gasket, etc. complete as per the directions of departmental officers at site.

18.70.7 : Providing push - on-joints to 400 mm dia Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints, cost of rubber gasket , etc. complete as per the directions of departmental officers at site.

18.68.1 : Providing and laying D.I specials upto 600 mm dia of class K - 12 suitable for push - on jointing as per IS : 9523, etc. complete as per the directions of departmental officers at site.

60.9 : Manufacturing, supplying and fitting 300 mm dia MS pipe of various length with shell thickness 6mm including painting with 2 coats of red oxide primer, laying the same to lines and levels for suction side, etc. complete as per the directions of departmental officers at site.

60.10 : Manufacturing, supplying and fitting 300 mm dia MS Flange having shell thickness 10 mm and depth 75mm with suitable bolt holes, fixing the flange in position with required welding around the flange pipe, joint grinding for smoothing the welded portion including painting with red oxide primer, etc. complete as per the directions of departmental officers at site.

od5846/2017_2018/IA : Manufacturing, supplying and fitting 300 mm dia MS bend with shell thickness 6 mm including painting with 2 coats of red oxide primer, laying the same to lines and levels , etc. complete as per the directions of departmental officers at site.

od18908/2016_2017/IA : Manufacturing, supplying and fitting 200 mm dia M S flange having shell thickness 10 mm and depth 75 mm with suitable bolt holes, fixing the flange in position with required welding around the flange pipe, joint grinding for smoothing the welded portion including painting with red oxide primer, etc. complete as per the directions of departmental officers at site.

od5887/2017_2018/IA : Manufacturing, supplying and fitting 200mm dia MS bend with shell thickness 6mm including painting with 2 coats of red oxide primer, laying the same to lines and levels , etc. complete as per the directions of departmental officers at site.

od18910/2016_2017/IA : Manufacturing supplying and fitting 200 mm dia M S pipe of various length with shell thickness 6 mm including painting with 2 coats of red oxide primer, laying the same to lines and levels , etc. complete as per the directions of departmental officers at site.

od18911/2016_2017/IA : Manufacturing, supplying and fitting 220 mm dia M S flange having shell thickness 10 mm and depth 75 mm with suitable bolt holes, fixing the flange in position with required welding around the flange pipe, joint grinding for smoothing the welded portion including painting with red oxide primer , etc. complete as per the directions of departmental officers at site.

od5808/2017_2018/IA : Manufacturing, supplying and fitting 220mm dia MS bend with shell thickness 6 mm including painting with 2 coats of red oxide primer, laying the same to lines and levels , etc. complete as per the directions of departmental officers at site.

od18913/2016_2017/IA : Manufacturing, supplying and fitting 220 mm dia M S pipe of various length with shell thickness 6 mm including painting with 2 coats of red oxide primer, laying the same to lines and levels , etc. complete as per the directions of departmental officers at site.

od18914/2016_2017/IA : Manufacturing, supplying and fitting 280 mm dia M S flange having shell thickness 10 mm and depth 75 mm with suitable bolt holes, fixing the flange in position with required welding around the flange pipe, joint grinding for smoothing the welded portion including painting with red oxide primer , etc. complete as per the directions of departmental officers at site.

od5847/2017_2018/IA :Manufacturing, supplying and fitting 280mm dia MS bend with shell thickness 6 mm including painting with 2 coats of red oxide primer, laying the same to lines and levels , etc. complete as per the directions of departmental officers at site.

od18916/2016_2017/IA : Manufacturing, supplying and fitting 280 mm dia M S pipe of various length with shell thickness 6 mm including painting with 2 coats of red oxide primer, laying the same to lines and levels , etc. complete as per the directions of departmental officers at site.

18.73.1 : Providing and laying 100 mm dia Ductile Iron Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Pipes of Class K - 9 conforming to IS: 8329, for connecting air valve, etc. complete as per the directions of departmental officers at site.

18.31.5.2 : Providing and fixing 250 mm diameter Class II C.I. sluice valves (with cap) with bolts, nuts, rubber insertion, etc. complete as per the directions of departmental officers at site.

od18964/2016_2017 : Supplying and fitting 200 mm Non return Valve including cost of all materials, labour charges, conveyance charges, etc. complete as per the directions of departmental officers at site.

od18966/2016_2017 : Supplying and fitting 250 mm Non return Valve including cost of all materials, labour charges, conveyance charges, etc. complete as per the directions of departmental officers at site.

od18965/2016_2017 : Supplying and fitting 400 mm Non return Valve including cost of all materials, labour charges, conveyance charges, etc. complete as per the directions of departmental officers at site.

60.18 : Manufaturing, supplying and fitting 400 mm dia MS pipe of various length with shell thickness 6mm including painting with 2 coats of red oxide primer, laying the same to line and level , etc. complete as per the directions of departmental officers at site.

60.19 :Manufaturing, supplying and fitting 400 mm dia MS Flange having shell thickness 10 mm and depth 75mm with suitable bolt holes, fixing the flange in position with required welding around the flange pipe, joint grinding for smoothing the welded portion including painting with red oxide primer , etc. complete as per the directions of departmental officers at site.

18.59.3 : Providing and fixing 100 mm dia. C.I double acting air valve of approved quality with bolts, nuts, rubber insertions , etc. complete as per the directions of departmental officers at site.

od18967/2016_2017/IA : Manfacturing, supplying and fitting special type of M S Joint connecting 280 mm pipe from motor and 400 mm main delivery , etc. complete as per the directions of departmental officers at site.

App.B Supplying and Fixing D I pipes for pumping main from pump house to cistern for Peechi Side 2.10.1.3 : Excavating trenches of required width and depth upto 1.50m, for pipes exceeding 300 mm dia but not exceeding 600 mm, including excavation for sockets, and dressing of sides, ramming of bottoms, getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming, watering and disposing of surplus excavated soil with all leads , etc. complete as per the directions of departmental officers at site.

18.72.25 : Providing and laying 700 mm dia S & S Centrifugally Cast (Spun) / Ductile Iron Pipes of Class K - 9 conforming to IS : 8329: for pumping main, etc. complete as per the directions of departmental officers at site.

18.70.12 : Providing push - on-joints to 700 mm dia., Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints, cost of rubber gasket, etc. complete as per the directions of departmental officers at site.

18.68.2 : Providing and laying D.I specials of class K - 12 , above 600 mm dia. , suitable for push - on jointing as per IS : 9523, etc. complete as per the directions of departmental officers at site.

od19055/2016_2017/IA : Manufacturing , supplying and fitting 350 mm dia M S flange having shell thickness 10 mm and depth 75 mm with suitable bolt holes, fixing the flange in position with required welding around the flange pipe, joint grinding for smoothing the welded portion including painting with red oxide primer, etc complete as per the directions of departmental officer at site.

od19056/2016_2017/IA : Manufacturing, supplying and fitting 350 mm dia M S pipe of various length with shell thickness 6 mm including painting with 2 coats of red oxide primer, laying the same to lines and levels , etc complete as per the directions of departmental officers at site

od5848/2017_2018/IA : Manufacturing, supplying and fitting 350 mm dia MS bend with shell thickness 6 mm including painting with 2 coats of red oxide primer, laying the same to lines and levels , etc complete as per the directions of departmental officers at site.

od19085/2016_2017 : Manufacturing, supplying and fitting 700 mm dia M S flange having shell thickness 10 mm and depth 75 mm with suitable bolt holes, fixing the flange in position with required welding around the flange pipe, joint grinding for smoothing the welded portion including painting with red oxide primer, etc complete as per the directions of departmental officers at site.

od19086/2016_2017 : Manufacturing supplying and fitting 700mm dia MS pipe of various length with shell thickness 6 mm including painting with 2 coats of red oxide primer, laying the same to lines and levels , etc complete as per the directions of departmental officers at site.

od19087/2016_2017/IA : Manfacturing, supplying and fitting special type of M S Joint connecting 350 mm pipe from motor and 700 mm main delivery, etc complete as per the directions of departmental officers at site.

od19088/2016_2017/IA : Supplying and fitting 700 mm Non return Valve including cost of all materials, labour charges, conveyance charges, etc. complete as per the directions of departmental officers at site.

18.59.3 : Providing and fixing 100 mm dia. C.I double acting air valve of approved quality with bolts, nuts, rubber insertions , etc. complete as per the directions of departmental officers at site.

18.73.1 : Providing and laying 100 mm dia Ductile Iron Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Pipes of Class K - 9 conforming to IS: 8329, etc. complete as per the directions of departmental officers at site.

od19089/2016_2017/IA : Supplying and fitting 350 mm Sluice valve, including cost of all materials, labour charges, conveyance charges, etc. complete as per the directions of departmental officers at site.

od19090/2016_2017/IA : Supplying and fitting 350 mm Non return Valve including cost of all materials, labour charges, conveyance charges, etc. complete as per the directions of departmental officers at site.

od19092/2016_2017 : Supplying and fixing RCC precast post for identification of D I pipes in alignment with earth work excavation ,CC 1:4:8 using 40 mm broken stone for foundation, RCC 1:2:4 using 20 mm broken stone for post ,etc complete, etc. complete as per the directions of departmental officers at site.

4.1.8 : Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering, for foundation, etc. complete as per the directions of the departmental officers at site.

4.1.3 : Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering - for pipe supports,etc. complete as per the directions of the departmental officers at site.

2.6.1 : Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), for foundation , including back filling wherever necessary and disposal of excess excavated earth with all leads and lifts, disposed earth to be levelled and neatly dressed, etc. complete as per the directions of the departmental officers at site.

60.7.1 : Dry rubble masonry without concrete levelling course with good quality blasted rubble, for foundation and superstructure , including packing to compactness to lines and levels, cost and conveyance of all materials and labour charges, etc. complete as per the directions of departmental officers at site.

4.1.5 : Providing and laying in position cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering for top belt over DR masonry, etc. complete as per the directions of departmental officers at site.

4.3.1 : Providing Centering and shuttering including strutting, propping etc. and removal of form work after completion of work, etc. complete as per the directions of the departmental officers at site.

App C. Construction of Cistern No.1 2.6.1 : Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means( over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), for foundation of cistern and canal, including back filling wherever necessary and disposal of excess excavated earth with all leads and lifts, disposed earth to be levelled and neatly dressed, etc. complete as per the directions of departmental officers at site.

4.1.8 : Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering, for foundation of cistern, canal, etc. complete as per the directions of departmental officers at site.

5.1.3 : Providing and laying in position reinforced cement concrete:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering and reinforcement forcistern base, etc. complete as per the directions of departmental officers at site.

4.1.6 : Providing and laying in position cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering, for canal side wall , etc. complete as per the directions of departmental officers at site.

5.9.2 : Providing Centering and shuttering including strutting, propping etc. and removal of form work after completion of work, for canal and cistern walls, etc. complete as per the directions of departmental officers at site.

5.1.2 : Providing and laying in position reinforced cement concrete 1:1:5:3 (1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ) for cistern walls, including cost of all materials and labour charges, excluding the cost of centering, shuttering, and reinforcement, etc. complete as per the directions of departmental officers at site.

5.22.4 : Providing Steel reinforcement using Thermo - mechanically treated bars of grade Fe 500 D or more , for cistern, including straightening, cutting, bending, placing in position and binding all , etc. complete as per the directions of departmental officers at site.

4.1.3 : Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering for wearing coat of canal, cistern, haunch, etc. complete as per the directions of departmental officers at site.

50.13.1 : Providing 9 mm thick cement plastering of mix 1:3 (1 cement : 3 fine sand ) including cost of all materials and labour charges, for cistern, canal, etc. complete as per the directions of departmental officers at site.

Appx. D Construction of Trough from Chinage 1320 m to 1552 m 2.6.1 : Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means ( over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), for abutment and pier, including back filling wherever necessary and disposal of excess excavated earth with all leads and lifts, disposed earth to be levelled and neatly dressed, etc. complete as per the directions of departmental officers at site.

2.7.3 : Earth work excavation in Hard rock (blasting prohibited) by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth with all leads, disposed earth to be levelled and neatly dressed, etc. complete as per the directions of departmental officers at site.

od18969/2016_2017/IA : Supplying and Providing MS dowel bars of size 25 mm dia , 3.0m long (1.20 m in rock and 1.80 m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout ( 0.50kg/each) , etc. complete as per the directions of departmental officers at site.

4.1.8 : Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering, for foundation of pier, abutment, barrel, trough, etc. complete as per the directions of departmental officers at site.

7.1.1 : Random rubble masonry in cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone, for foundation of open trough and barrel, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) , etc. complete as per the directions of departmental officers at site.

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for land barrel, aqueduct and haunch, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, and reinforcement, admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability , etc. complete as per the directions of departmental officers at site.

5.9.2 : Providing Centering and shuttering including strutting, propping etc. and removal of form work after completion of work, for canal and cistern walls, etc. complete as per the directions of departmental officers at site.

5.2.2 : Providing Reinforced cement concrete work 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), for piers, abutments and tie beams, excluding cost of centering, shuttering, and reinforcement , etc. complete as per the directions of departmental officers at site.

5.9.6 :Providing Centering and shuttering including strutting, propping etc. and removal of form work after completion of work, for abutment, pier, tie beam, etc. complete as per the directions of departmental officers at site.

5.22A.4 : Providing Steel reinforcement using Thermo - mechanically treated bars of grade Fe 500 D or more for R.C.C works, including straightening, cutting, bending, placing in position and binding all , etc. complete as per the directions of departmental officers at site.

50.13.1 :Providing 9 mm thick cement plastering of mix 1:3 (1 cement : 3 fine sand ) including cost of all materials and labour charges, for pier, abutment, tie beam, etc. complete as per the directions of departmental officers at site.

od19233/2016_2017 : Providing copper sealing strips for expansion joints between spans as per approved designs and drawings with 1.6 mm thick, 62.5cm wide, 4.3 m long, copper sheet for the trough of aqueduct (side and bottom), conveying to the site with all leads and lifts, jointing and welding of joints with overlaps and fixing in position 12 mm dia M S bars @ 30 cm c/c distance in cement concrete including cost and conveyance of all materials and labour charges, providing asphalt seal (Bitumen 30.6 kg/each ), etc. complete as per the standard specifications and as per the directions of departmental officers at site.

od19234/2016_2017 : Supplying and fixing fixed type MS plate bearing of size 250x250x100 mm, in two layers with 4 nos 22 mm dia rods, 250 mm long to the bearing plate and fixing in position with lines and levels, including cost and conveyance of all materials with all leads and lifts, grease and labour charges for marking and cutting the plate, punching holes, welding, grinding and placing in position and all other incidental charges, etc complete as per the standard specifications and as per the directions of departmental officers at site.

od19235/2016_2017 : Supplying and fixing in position with contractors own movable type M S Plate bearing of size 250x250x100 mm in two layers, embedding in concrete, one in the abutment cap / pier top and the other at the bottom of barrel, with 4 nos of M S rod 22 mm dia, 25 cm long through the plate bearing and fixing in position with lines and levels, 1.6 mm copper sheet size of 250 x 250 mm between M S plate for sliding arrangement in case of expansion joint as per approved design and drawing including cost of all materials, labour charges and all other incidental charges, etc complete as per the standard specifications and as per the directions of departmental officers at site.

Appx.E. Canal lining of existing Peechi Canal 2.6.1 : Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means (over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan), for canal desilting, including back filling wherever necessary and disposal of excess excavated earth with all leads and lifts, disposed earth to be levelled and neatly dressed, etc. complete as per the directions of departmental officers at site.

4.1.8 : Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering, for canal foundation, etc. complete as per the directions of departmental officers at site.

4.1.5 : Providing and laying in position cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering for canal side wall, etc. complete as per the directions of departmental officers at site.

4.1.3 : Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering for canal wearing coat, etc. complete as per the directions of departmental officers at site.

50.13.1 : Providing 9 mm thick cement plastering of mix 1:3 (1 cement : 3 fine sand ) including cost of all materials and labour charges, for canal side wall, etc. complete as per the directions of departmental officers at site.

Appx F.Construction of Septic Tank and Sock Pit 2.8.1 : Earth work excavation in all kinds of soil, by mechanical means (Hydraulic excavator) /manual means (not exceeding 1.5 m in width or 10 sqm on plan), for foundation of septic tank and soak pit , including backfilling wherever necessary, dressing of sides and ramming of bottoms, getting out the excavated soil and disposal of surplus excavated soil with all leads and lifts, etc. complete as per the directions of departmental officers at site.

4.1.8 : Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering, for septic tank foundation , etc. complete as per the directions of departmental officers at site.

4.1.3 : Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering for septic tank floor , wearing coat, etc. complete as per the directions of departmental officers at site.

6.1.1 : Providing brick work in cement mortar 1:4 (1 cement : 4 coarse sand) with common burnt clay F.P.S (non modular) bricks of class designation 7.5, for septic tank walls, etc. complete as per the directions of departmental officers at site.

5.1.3 : Providing and laying in position reinforced cement concrete:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering and reinforcement for septic tank and soak pit cover slab, etc. complete as per the directions of departmental officers at site.

5.9.2 : Providing centering and shuttering including strutting, propping, etc. and removal of form work for septic tank and soak pit cover slab, etc. complete as per the directions of departmental officers at site.

5.22.4 : Providing Steel reinforcement using Thermo - mechanically treated bars of grade Fe 500 D or more , for septic tank and soak pit cover slab, including straightening, cutting, bending, placing in position and binding all , etc. complete as per the directions of departmental officers at site.

6.23 : Providing Honey-comb brick work with cement mortar 1:4 (1 cement : 4 coarse sand), 10 / 11.4 cm thick, with common burnt clay bricks of class designation 7.5 for soak pit, etc. complete as per the directions of departmental officers at site.

13.1.1 : Providing 12 mm thick cement plaster of mix:1:4 ( 1 cement : 4 fine sand), for septic tank, including cost of all materials and labour charges , etc. complete as per the directions of departmental officers at site.

50.18.9.9.2 : Providing and fixing 110 mm dia., 4 Kg/cm2, PVC pipes including jointing of pipes with one step PVC solvent cement, trenching, refilling, testing of joints , etc. complete as per the directions of departmental officers at site.

50.18.9.22.4 : Providing and fixing 110 mm dia PVC moulded Bend , including jointing with PVC solvent cement , etc. complete as per the directions of departmental officers at site.

50.18.9.20.7 : Providing and fixing 63 mm dia PVC moulded vent cowl, including jointing with PVC solvent cement, etc. complete as per the directions of departmental officers at site.

50.18.9.22.5 : Providing and fixing 110 x 110 x 110 mm dia. PVC moulded Tee including jointing with PVC solvent cement , etc. complete as per the directions of departmental officers at site.

50.18.9.17.2 : Providing and fixing 63 mm dia. 4 Kgf/cm2 , PVC pipes exposed on wall including fixing the pipe with clamps /clips at 1.00 m spacing, jointing of pipes with one step PVC solvent cement, testing of joints , etc. complete as per the directions of departmental officers at site.

17.13.1 : Providing and fixing white vitreous china Long pattern water closet squatting pan ( Indian type) of size 580 mm , etc. complete as per the directions of departmental officers at site.

17.17.2 : Providing and fixing a pair of 250 x 125 x 25 mm, white vitreous china foot rests of standard pattern for squatting pan water closet , etc. complete as per the directions of departmental officers at site.

Appx.G. RCC Foundation for motors 2.6.1 : Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means( over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), for motor foundation, including back filling wherever necessary and disposal of excess excavated earth with all leads and lifts, disposed earth to be levelled and neatly dressed, etc. complete as per the directions of departmental officers at site.

4.1.8 : Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering, for motor foundation , etc. complete as per the directions of the departmental officers at site.

5.1.3 : Providing and laying in position reinforced cement concrete:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering and reinforcement for motor foundation, etc. complete as per the directions of departmental officers at site.

5.22.1 : Supplying and providing Steel reinforcement using Thermo - mechanically treated bars of grade Fe 500 D or more for motor foundation including straightening, cutting, bending, placing in position and binding all , etc. complete as per the directions of departmental officers at site.

Appx.H. Pump House additional works 2.6.1 Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means( over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including back filling wherever necessary and disposal of excess excavated earth with all leads and lifts, disposed earth to be levelled and neatly dressed, etc. complete as per the directions of departmental officers at site.

15.2.2 : Demolishing nominal cement concrete 1:4:8 or leaner mix ( including equivalent design mix), for pump house floor, manually / by mechanical means, including disposal of materials with all leads , etc. complete as per the directions of departmental officers at site.

15.9.2 : Demolishing stone rubble masonry in cement mortar, manually / by mechanical means, including stacking of serviceable materials and disposal of unserviceable materials with all leads , etc. complete as per the directions of departmental officers at site.

4.1.8 : Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering, for motor foundations, sump portion, channel base, etc. complete as per the directions of departmental officers at site.

4.1.6 : Providing and laying in position cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), including cost of all materials and labour charges, excluding the cost of centering and shuttering, for suction pipe channel, etc. complete as per the directions of departmental officers at site.

4.3.1 : Providing Centering and shuttering including strutting, propping etc. and removal of form work after completion of work, for suction pipe channel, etc. complete as per the directions of departmental officers at site.

5.2.2 : Providing Reinforced cement concrete work using 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) for motor foundations, sump portion, pillars and beams, excluding cost of centering, shuttering, and reinforcement, etc. complete as per the directions of departmental officers at site.

5.22.1 : :Providing Steel reinforcement using Thermo - mechanically treated bars of grade Fe 500 D or more , for sump portion, including straightening, cutting, bending, placing in position and binding all , etc. complete as per the directions of departmental officers at site.

5.9.2 : Providing centering and shuttering including strutting, propping etc. and removal of form work after completion of work, for sump portion, pillars, beams, etc. complete as per the directions of departmental officers at site.

60.7.1 : Dry rubble masonry without concrete levelling course with good quality blasted rubble, for rectification works at varoius portions, including packing to compactness to lines and levels, cost and conveyance of all materials and labour charges, etc. complete as per the directions of departmental officers at site.

11.3.1 : Providing cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate), 40 mm thick with 20 mm nominal size stone aggregate, finished with a floating coat of neat cement, including cost of cement slurry, etc. complete as per the directions of departmental officers at site.

50.13.1 : Providing 9 mm thick cement plastering of mix 1:3 (1 cement : 3 fine sand ), including cost of all materials and labour charges, for sump portion, pillars, beams, suction pipe channel, etc. complete as per the directions of departmental officers at site.

14.53.1 : Wall painting One or more coats on old work, with plastic emulsion paint of approved brand and manufacturer to give an even shade, for pump house, etc. complete as per the directions of departmental officers at site.

14.54.1 : Painting One or more coats on old work with synthetic enamel paint of approved brand and manufacturer of required colour to give an even shade, for doors, windows, etc. complete as per the directions of departmental officers at site.

10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, for ladder, etc. complete as per the directions of departmental officers at site.