Distribution Work at Shallow Tube Well Irrigation Scheme Lohara, G.P. Lohara, Tehsil Balh, Distt. Mandi (H.P.).

Excavation work by mechanical means / manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, lift up to 1.5 mtr. Including getting out the exvcavbated soil and disposal of surplus excavated soil as directed within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Suspended floors, roofs, landings, balconies and access platform complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Lintels, beams, plinth beams, girders, bressumers and cantilevers complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Edges of slab and break in floor and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering , shuttering in All work up to plinth level, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

In beams, suspended floors, roofs having slope upto 15 degree landing , balconies, shelves, chajjas, lintel , bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level , excluding the cost of centeringb , shuttering , finishing and reinforcemen with 1:1.5:3 ( 1 cement : 1.5 coarse sand:3 graded stone aggregates 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

P/L Damp proof course 40 mm thick with cement concrete 1:2:4 (1 cement :2 sand:4 graded stone aggregates 10 mm nominal size) and curing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Stone/ Boulder filling behind the Retaining wall , also under floor and upstream of i/ gallery/ under floor etc.complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete in all respect to the entire satisfaction of the Engineer-in-charge.

Brick work with common burnt clay F.P.S (non modular) Bricks of class designation 7.5 in super structure above plinth level upto floor V level in all shape and size in Cement mortar 1:6(1 cement:6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Half Brick masonary with common burnt clay F.P.S (non modular) Bricks of class designation 7.5 in super structure above plinth level upto floor V level in all shape and size in Cement mortar 1:6(1 cement:6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement :4 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

6 mm cement of plaster mix 1:3 ( 1 cement :3 fine sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg. Per sqm. On damp proof course after cleaning the surface with brushes and finely with a piece of cloth lightly soaked in kerosene oil complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

P/F 1 mm thick M.S Sheet garage door with frame and diagonal braces of 40 x 40 x 6 mm angle iron 3.15 mm M.S Gusset Plates at the junctions and corner 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a primer coat of red lead paint, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

P/F M.S round or square bar with M.S flat at required spacing in wooden frames of windows and clerestory windows ( M.S Grill )complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

P/F 40x5 mm flat iron hold fast40 cm. Long including fixing to frame with 10 diameter bolts , nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement:3 coarse sand:6 graded stone aggregates 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

P/F ISI Marked oxidised M.S sliding door bolts with nuts and screw etc. Size ( 250x16 mm ) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

P/F ISI Marked oxidised M.S tower bolt black finish (barrel type ) with neccessary screw etc. Size (250x10 mm ) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & fixing on wall face unplassticised - PVC moulded fittings/ accessories for unplasticised rigid PVC rain water pipe conforming to IS :- 13592 tYPEa, Including , jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion.( 110 mm dia single pushfit coupler )complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & fixing on wall face unplassticised - PVC moulded fittings/ accessories for unplasticised rigid PVC rain water pipe conforming to IS :- 13592 tYPEa, Including , jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion.( 110 mm dia Bend )

Providing & fixing on wall face unplassticised - PVC moulded fittings/ accessories for unplasticised rigid PVC rain water pipe conforming to IS :- 13592 Type A, Including , jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion.( 110 mm dia U-PVC pipes )complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & fixing unplasticised -PVC pipe clips of approved design to unplasticised PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S screw of required length , including cutting brick work and fixing in cement mortar 1:4 (1 cement :4 coarse sand) and 110 mm dia complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

P/F M.S Fan clamp type one of 16 mm dia M.S Bar bent to shape with hooked end in R.C.C Slab during laying including painting the exposed portion of loop, all as epr standard design complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregates 20 mm nominal size) over 75 mm thick bed of dry brick blast 40 mm nominal size, well rammed and consolidated and grouted with fine sand including neccessary excavation levelling dressing and finishing the top smooth complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

P/F angle iron frames for doors windows and ventilators of mild steel angle section of size 35x35x5 mm joins mitred and welded by angle iron 35x35x5 mm or 35x5 mm flat pieces of the existing T- iron frame or to the wall with dash fastner including fixing of neccessary butt hinges and screw and applying a priming coat of approved steel primer .complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & Fixing reputed make" flexible steel water storage tank of 10000 Ltrs. Capacity, Dia 2.55m & Height 2.20m confirming to BIS 15961:2012. Tanks outer wall shall be of corrugated profile Zincalumer Steel (Wall Sheet Corrugation 75 mm to 16 mm) with overlapp bolted panel, wall sheet elongation 18%, Tensile Strength 550 N/mm2. Pannel including vertical/curved surface fixed with polymer coated steel bolts and nuts with G.I. limpet washers (washers & seals material neoprene backed) or with G.I. filled with white lead as per EN ISO 10684:2004 with resistance class 8.8, Min. Yield Strength 640 N/mm2 & Tensile Strength 800 N/mm2, including the cost of vertical support and cutting to size and shape upto 1.00 mm thick with zinc coating not less than 286 gm/m. Further, P/F intermediate layer of Inside Liner/Membrane (made of PVC, compressed with multi-layer nylon mesh with options EPDM or Butyl Rubber, Non Sticky, Chemically Stabilized, U-V Stabilized, Anti Algae) having thickness of 0.75 mm and weight 900 GSM, Tensile Strength 6.5 kn/m,Elongation 55 % and UV Stability @500hrs 70% with anchoring sheet complete with ANSI/NSF61/BIS 15351:2015 certified HDPE liner. The Roof of the Tank shall be (Flat Roof Type) with Roof Supporting Strutures supported by rafters & trusses and covered pre coated galvanised iron sheets with lmm thickness, Load bearing capacity of 300 kg/sqm, tensile strength 550 Mpa, 0.50 mm (+ 0.05 %) total coated thickness with zinc coating as per IS: 277 and epoxy primer on both side of the sheet and polyester top coat .Installation should be complete with requisite site civil works for bed preparation, accessories, Nozzle fitting For Outlet, Overflow & Inlet Pipe) will be completed with flanges and double back plate support to avoid load transfer on wall should be done as per the DPR & direction & Satisfaction of the engineer in -charge. Nozzle fixing Sealants should includes Strip Seal with Adhesion tensile 400 N, Adhesion Shear 12 N/mm2, insouluble in water. Including 0.15 m Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. (Item Code HPPWDSR 2020 - Chapter 2.8) All Kinds of soil : (Item Code HPPWDSR 2020 - Chapter 2.8.1) and 0.30 m for Foundation 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) (Item Code HPPWDSR 2020 - Chapter 4.1.6)

25 mm Dia

80 mm Dia,

100 mm Dia

150 mm Dia

Providing and fixing Butterfly valve of 25 mm dia with all necessary fitting and accessories, complete in all respect to the entire satisfaction of Engineer-in-Charge

80 mm dia, PN-1.0 (10.2 Kg/cm²)

Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239: 2004 of 80 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239: 2004 of 100 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

Providing and welding M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) 100 mm Dia Medium Class with plain end GI pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.

Providing and welding M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) 80 mm Dia Medium Class with plain end GI pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

White Washing with lime to give an even shade: New Work (three or more coats), complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Finishing walls with water proofing cement paint required shade New Work ( Two or more coats applied @ 3.84 kg./10 sqm), complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

75 mm dia HDPE pipe (PN 6.0, PE 100)

90 mm dia HDPE pipe (PN 6.0, PE 100)

Providing and Fixing HDPE Air Release Valve 25 mm dia with G.I socket of 25mm dia Tee & GI Nipple of 25mm Dia on distribution system including jointing and fitting. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.

Providing and Fixing CI Non Return Valve 100 mm dia 10.2 Kg/cm2 Kartar make i.e. MS Flange of Table as per IS6392-1971 of 5 WT of 49.00 Kg & Welding of MS Flanges in two layers on both faces and i/c carriages. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.

Providing and fixing of 63 mm hydrant with main or submain line including HDPE Riser 63 mm double threaded PN-6.0, 63 mm PP ball valve, bend, male female coupler threaded PN-6.0, service saddle PN-6.0 and elbow bend with steel clamp complete in all respect and jointing by butt fusion process (as per requirement of main & sub main line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. For 90 mm Dia

Providing and fixing of 63 mm hydrant with main or submain line including HDPE Riser 63 mm double threaded PN-6.0, 63 mm PP ball valve, bend, male female coupler threaded PN-6.0, service saddle PN-6.0 and elbow bend with steel clamp complete in all respect and jointing by butt fusion process (as per requirement of main & sub main line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. For 75 mm Dia .

Providing and Fixing PP Ball Valve 90mm Dia with flange complete with all necessary fitting & accessories to the entire satisfaction of the Engineer-in-Charge.

Providing and Fixing PP Valve 75mm Dia with flange complete with all necessary fitting & accessories to the entire satisfaction of the Engineer-in-Charge.

Supply of Submersible pumping set of KSB/Calama/SU/Johnstion make comprising to latest relevant BIS Code the pump should be fitted with bronze impeller of suitable alloys as per IS :8034-1979 Latest suitable for clear water having greased packed bearing and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for soft coupled to a submersible squirrel cage electric induction motor ( water proof type )of required HP, RPM 2900 of reputed make conforming to BIS 9238-1979 latest with up to date amendments totally dust and water proof for submersible duty isolated from pump b intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearing and provided with stainless steel thrust bearing plate to with stand non vertical load with minimum wear and pear it should also be fitted with a device to take up expansion of water with the heating of motor including with all accessories required (Discharge Required 6.00 LPS & Total Head 67.10 mtr.) .

Providing and fixing M-Power Module , L&T make for mobile controller vide Cat no. GSM 03010000 of reputed make conforming to standard with upto date with supply 160 -500v. AC -50 hz. Single phase/ three phase wire including cabling computed to delivery result in all repect and entire satisfaction of Engineer-in Charge.

Providing and fixing capacitor -15 kvr with mobile set including sims with message pack in all respect and entire satisfaction of the engineer-in charge.

Providing and Fixing Valve Box for Hydrant Size 12'' (Rectangular) complete in all respects and up to entire satisfaction of the Engineer-in-Charge. 12'' Box

Restoration charges for digging of metalled road & shoulder including getting permission from concerned authority & repair the same complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. .

Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade as per drawings and technical specifications clause 1701 in English and roman, hyphen, commas and the like not to be measured and paid complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.