City Sanitation Action Plan - For used Water Management under SBM-U-2.0 Under Interception and Diversion in respect of Nagar Panchayat Rewalsar under the Jurisdiction of Jal Shakti Division Baggi in Tehsil Balh Distt. Mandi

Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting, timbering and dewatering where ever required as per direction & entire satisfaction of the Engineer-in-Charge. (Pick work 75% + Jumper Work 25 %).

Excavation in foundation and trenches etc. in earth work lift up to 1.5 mtrs, stacking the excavated soil not more than 3 meters away from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths, side of foundations etc including consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated soil as directed in all lead of 20 mtrs complete in all respect as per the direction and satisfaction of Engineer-in-Charge.

Jumper Work 100%

Chiselling Work (hard rock) 100%

Excavation in foundation and trenches etc. in earth work lift up to 1.5 mtrs, stacking the excavated soil not more than 3 meters away from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths, side of foundations etc including consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated soil as directed in all lead of 20 mtrs complete in all respect as per the direction and satisfaction of Engineer-in-Charge. (Jumper 20% and Chiselling Work (hard rock) 80%)

Providing & laying cement concrete 1:6:12 (1 cement : 6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in : foundation and plinth including carriage of material complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including carriage of material complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete in M 30 grade but not leaner than 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement & reinforced concrete work in:-

Foundation & Plinth including carriage of material complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Walls (any thickness but not less than 0.10 m thickness) including attached butteresses, pillaster plinth and string coursess etc. from top of foundation level upto floor two level including carriage of materialcomplete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including carriage of material complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including carriage of material complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15˚ landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including carriage of material complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete in retaining walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. up to floor five level, excluding the cost of centering, shuttering and finishing : 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) including carriage of material complete with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above including carriage of material complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

Centering and shuttering including strutting, propping etc. and removal of form for all heights :

Foundations, footings, bases of columns etc. for mass concrete including carriage of material complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Lintels, beams, plinth beams, girders, bressumers and cantilevers including carriage of material complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Walls (any thickness) including attached butteresses, pillaster plinth and string courses etc. from top of foundation level upto floor two level including carriage of material complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilever including carriage of material complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Arches, domes, vaults up to 6 m span including carriage of material complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Laying, jointing, testing and carriage in trenches Centrifugally cast (spun) ductile iron pipes conforming to BIS 8329-2000 (latest with upto date ammendments) in a length of 5.50 meters class K7 with cement mortor lining in side duly ISI marked including cost of Tyton (push or joints) fittings including testing of joints and rubber gasket (S&R quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separately) complete in all respect with in all leads and lifts as per direction of the Engineer-in-Charge.

Inlet Pipe 150 mm dia

Outlet Pipe 150 mm dia

Scour Pipe 150 mm dia

150 mm dia

Providing, supplying and fixing of Cast Iron sluice valve of BIR/ Leader make(with hand wheel) as per IS 780 class-I upto 80 mm dia (including brass spindle and as per IS:2906 class-II) for diameters more than 80 mm complete with bolts, nuts, rubber insertion etc. (The tail piece if required shall be measured and paid for separately) including carriage of material complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge.

Inlet valve 150 mm dia

Supply valve 150 mm dia

Scour valve 150 mm dia

Steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint In gratings framed guard bars, ladders, railling, brackets and similar works including carriage of material complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge.

Providing and fixing of wire gauge using galvanised M.S wire gauge of IS gauge designation 85 G. with wire of dia 0.56 mm for Ventilator of tank including carriage of material complete in all respect with in all leads and lifts as per direction and best satisfaction of Engineer-in-Charge.

Providing and fixing of 200 mm wide Cast Iron Rungs with chequered or ribbed non slip surface including fixing in manhole with 200x200x100 mm, cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) including carriage of material complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

SITE CONDITIONS:- Discharge(Q) - 10.37 LPS, Total Dynamic heads - 74.84 mtr., LWL in Sump Well - 1138 mtr., Shaft Level - 1137 mtr., Level at Discharge point - 1207 mtr., Suction Lift - Positive, Discharge Head - 74.84 mtr., Static Head - 70 mtr. Rising Main:- Length - 150 mtr., Dia - 150mm, Pumping Hours - 20 Hrs, Altitude of installation above MSL - 1000 mtr., Characterstics of water - Sludge water with turbudity upto 100mm, Temperature - 25 Degree Centigrade.

Installation of all the items apparing as per the schematic drawing complete in all respect as per the entire satisfaction of Engineer-in- Charge.

Providing and laying copper PVC insulated armoured power cable (One cable carrying all the three phases) of suitable size and capacity to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of Siemens/ GLOSTER / IEC/ ICC/ EICO/ NATIONAL/ GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor complete in all respect as per the entire satisfaction of Engineer-in- Charge.

(a) Motor side (From switch to starter and starter to motor) 3 core cable complete in all respect as per the entire satisfaction of Engineer-in- Charge.

Providing and fixing double loop earthing with GI plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the entire satisfaction of Engineer-in- Charge.

Providing and fixing of double flanged MS/GI piping work (layout to be approved by the ENC) for suction and delivery pipes suitable to pumps offered as per the R/Main respectively complete with all specials such as bends, tees, reducers, increasers with companions flanges matching with the relevant specifications of the accessories including rubber/ asbestos gasket of minimum 3mm thickness as per IS-1364:1983. The pipe fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item no. 1. The size of the various components to be as under:-

Suction pipe: One dia higher than the suction of pump offered and suitable to keep the velocity of flow from 1 to 1.5 m/sec in the suction pipe.