Construction of Lift Irrigation Scheme at RD 59620 mtr left side of Kandi Canal Stage-2 Hoshiarpur

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (A) Manual Means (a) Depth upto 3 m.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (B) Mechanical Means (a) Depth upto 3 m.

Cement concrete 1:4:8 with Stone Aggregate 40mm gauge, mixing by mechanical means using concrete mixer volumetric type.

Cement concrete 1:2:4 With stone ballast or shingle, mixing by mechanical means using concrete mixer volumetric type.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shutteriing in superstructure.

Damp proof course 7.5 Cm thick cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering).

Centering and shuttering for faces of walls, partitions, retaining walls and the like ( vertical or battering) including attached pilasters, buttresses etc when curved.

Centering and Shuttering for Columns (Square or Rectangular/ Polygonal in plain)

Centering and Shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Steel Work fixed Independently without connecting plates including cutting hoisting and fixing in position. Flats

Steel Work fixed Independently without connecting plates including cutting hoisting and fixing in position.Tees angles and channels

Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position as per design, drawing, specifications and Instructions of Engineer -in-Charge.

Supplying and fixing rolling shutters, of approved make, made of 80mmx1.25mm, M.S. Laths, interlocked together through their entire length and jointed together, at the end, by end locks, mounted on specially designed pipe shaft, with brackets, side guides, 27.5cm long wire spring grade No. 2 and arrangement for inside and outside locking with push and pull operation complete, including top cover 0.80mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed).complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.

Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge.

Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge (b) b) Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area

Providing and fixing M.S. angle iron 40x40x6mm chowkhat including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge. (a) For Single Rebate

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth. Complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.

First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 meter above plinth level.

12.5mm thick cement plaster 1:4

Terracing Consisting of Tiles 22.86x11.43x3.83 cm laid over 25 mm mud Plaster7.5 cm mud fillingon another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of R.C.C slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing

Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.

Applying priming coat with metal primer on new steel or iron work including preparation of surface complete in all respect as per design, drawing, specifications and Instructions of Engineer -in-Charge

Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge.

Finishing walls with cement based water soluble exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade

Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete.

Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface

Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40 mm gaugw and 100mm fine sand and 100mm sand filling using mechanical mixer for mixing of material

Conglomerate floor 40mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge IS code :15658(2006) for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footoaths).

Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications

Red meranti Normal Super (18 to 19 kg per cft. Approx.) doors shutter windows shutter including hinges, screw and cords etc. Complete fixed in position Panelled, glazed or glazed and panelled. 40mm thick (Single Leaf)

Wire Gauge Red meranti wood Super (18 to 19 kg per cft. Approx.) door shutter without springs housed in chowkats. 35 mm thick

Chowkats of Red meranti Super (18 to 19 kg per cft. Approx.) confirming to ISI specification no 1003 m kiln seasoned of doors and windows including iron hold fasts , corner straps cleats, stops bolts for hold fasts etc, complete fixed in position Double Rebate (60mm x 150mm)

Chowkats of Red meranti Super (18 to 19 kg per cft. Approx.) confirming to ISI specification no 1003 m kiln seasoned of doors and windows including iron hold fasts , corner straps cleats, stops bolts for hold fasts etc, complete fixed in position Single Rebate (60mm x 100mm)

Providing and fixing bright finished brass 100 mm mortise latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality).

Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect Glazing area above 0.09 sqm 5.0mm thick Plate glass (INDIAN)

Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete I.S.I Designation No. III (size of door 851mm to 1000mm)

Supply of Electric Control Panel with Soft Starter icluding following items:- (1) MCCB200A,3P -1 No. (2) Manual load changeover 200 A -1 No. (3) VaF multifunction meter - 1 No. (4) C.T.200/5A - 3 No. (5) MCB 6ASP -8 No. (6) Aluminium Bushbar 200A -1No. (7) MCB 6A-32 ASP - 15 No. (8) Soft starter ABB make 70 A with MCPB 70-80A 3 No. (9) Capacitor 100KVAR -100 No. (10) Capacitor 25A,230 v -2 No. (11) Contactor 18A ,230 V - 2 No. (12) Contactor 9 A ,230 V - 2 No. (13) MCB 9A-25A ,3P - 6 No. (14) MCCB 160 A,3P - 1 No. (15) APFC Relay 1 NTES make -1 No. (16) MCB 6A SP -4 No. (17) Amp. Meter - 1 No. (18) CT 100/5A -3 No. (19) Indicator lamp - 9 No. (20) CRCA sheet box with powder coated paint (21) Access0ries (22) wire cable,thimbles (23) labour charges (24) Frieght charges

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer in charge) B. Class PN-1.6 as per ISI. Complete in all respect as per Specifications,Drawings and Instructions of Engineer-in-Charge.

Providing and fixing G.I. Sheet 0.80mm thick garage doors, with 40mm x 40mm x6mm angle iron frame with diagonal braces, 3.15mm thick gusset plates at the top and 25mm dia meter pulleys and T-iron 50mm x 50mm x 6mm guides at bottom including locking arrangement with handles and pintles, etc. complete in all respect.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. Mechanical Means Depth upto 3 M

Cement Concrete 1:4:8 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)

Extra for RCC/PCC work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved

Centering and shuttering for columns (circular or curved in plain)

Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Centring and shuttering for R.C.C. domes

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position FLATS

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position Tees angles & channels

Wrought iron & Mild steel NO. 18 -18.4 ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

GALVANIZED IRON PIPES AND G.I. EARTHING Supply & erection of G.I. pipe (A-Class) as per IS:1239 (Part-I) 2004 including sockets, bends, inspection boxes, Steel hooks, GI saddle clamps and other petty materials etc., where necessary including painting as per PWD General Specifications:-Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling). Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 14Metre in length)

Applying priming coat with metal primer on new steel or iron work including preparation of surface.

Providing and Fixing Lightning Conductor complete in all respect as per design, drawing, specifications and Instructions of Engineer-in-charge

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Earth work upto 1.5 m. Depth for All classes of soil except rocky

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1.6 as per ISI 100mm i/d Sluice Valves flanged

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1.6 as per ISI 150mm i/d Sluice Valves flanged

Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete. C.I Double air valve (Size 80mm)

Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines. including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. Class PN-1.6 as per ISI with gun metal flap 100mm i/d Non-return valve

Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines. including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. Class PN-1.6 as per ISI with gun metal flap 150mm i/d Non-return valve

Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.

Providing, laying, fixing, testing and commissioning of C Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. in ground with anti corrosive treatment with wrapping coating tape (4mm pypkote tape) as per IS : 10221 including cost of primer etc. excluding cost of excavation and refilling complete in all resepcts. 100mm internal diameter

Providing, laying, fixing, testing and commissioning of C Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. fixing the pipe on the wall / ceiling with suitable clamps and painting with two or more coats of synthetic enamel paint of required shade complete in all respects. 100mm internal diameter

Providing, laying, fixing, testing and commissioning of C Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. fixing the pipe on the wall / ceiling with suitable clamps and painting with two or more coats of synthetic enamel paint of required shade complete in all respects. 150mm internal diameter

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.6 m. x 0.6 m.

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department Size 0.9 m. x 0.9 m.

Providing and fixing in position Cast Iron Foot Valve flanged ends with rubber sheet as per IS 4038 including cost of nut bolt, rubber insertion etc complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge 300 mm i/d Cast Iron foot Valve

Providing and fixing Bell Mouth (Size 300 x 100 mm ) as per relevant IS Codes including cost of nut bolt, rubber insertion etc complete in all respect as per Design ,Drawings, Specifications and Instructions of Engineer-in-Charge

Providing and fixing Flow meters complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-charge.

Providing and fixing Self Priming Pumps ( Monoblock Centrifugal Pump 415 V , 50 Hz motor, 3 Phase Rated Head - 40 - 45 mm, Rated discharge = 25-30 lps) complete in all respect as per Design, Drawings Specifications and Instructions of Engineer-in-Charge.

Providing and fixing Electric Starter complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge

Providing and installation of Hybrid Type Solar Power System ( 20 KW , Hybrid on Grid) including PSPCL fees, Bidirectional meter cost for net metering complete in all respect as per Instructions of Engineer-in-charge

Providing , laying, fixing testing and commissioning of ‘C‘ Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. in ground with anti corrosive treatment with wrapping coating tape ( 4 mm pypkote tap ) as per IS 10221 Including of Primer etc. excluding cost of excavation Complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge. ( 250 mm internal Diameter AND 5 MM THICKNESS)

Providing and fixing hydroneumatic tank of capacity 500 ltrs. as per design ,drawing ,specifications & instruction of Engineer-in-charge

Providing, Laying fixing & jointing of U.P.V.C pipes of superior make as per ISI 4985 ( ISI marked with the prior approval of Engineer in Charge) along the trenches and laying the same in trenches to correct alignment a gradient, cutting, joining and testing complete as per specifications 40 mm dia Pipe @ 6 kgf/cm2 pressure

Providing, Laying fixing & jointing of U.P.V.C pipes of superior make as per ISI 4985 ( ISI marked with the prior approval of Engineer in Charge) along the trenches and laying the same in trenches to correct alignment a gradient, cutting, joining and testing complete as per specifications 50 mm dia Pipe @ 6 kgf/cm2 pressure

Providing, Laying fixing & jointing of U.P.V.C pipes of superior make as per ISI 4985 ( ISI marked with the prior approval of Engineer in Charge) along the trenches and laying the same in trenches to correct alignment a gradient, cutting, joining and testing complete as per specifications 63 mm dia Pipe @ 4 kgf/cm2 pressure

Providing, Laying fixing & jointing of U.P.V.C pipes of superior make as per ISI 4985 ( ISI marked with the prior approval of Engineer in Charge) along the trenches and laying the same in trenches to correct alignment a gradient, cutting, joining and testing complete as per specifications 75 mm dia Pipe @ 4 kgf/cm2 pressure

Providing, Laying fixing & jointing of U.P.V.C pipes of superior make as per ISI 4985 ( ISI marked with the prior approval of Engineer in Charge) along the trenches and laying the same in trenches to correct alignment a gradient, cutting, joining and testing complete as per specifications 90 mm dia Pipe @ 2.5 kgf/cm2 pressure

Providing, Laying fixing & jointing of U.P.V.C pipes of superior make as per ISI 4985 ( ISI marked with the prior approval of Engineer in Charge) along the trenches and laying the same in trenches to correct alignment a gradient, cutting, joining and testing complete as per specifications 100 mm dia Pipe @ 2.5 kgf/cm2 pressure

Providing, Laying fixing & jointing of U.P.V.C pipes of superior make as per ISI 4985 ( ISI marked with the prior approval of Engineer in Charge) along the trenches and laying the same in trenches to correct alignment a gradient, cutting, joining and testing complete as per specifications 110 mm dia Pipe @ 2.5 kgf/cm2 pressure

Providing, Laying fixing & jointing of U.P.V.C pipes of superior make as per ISI 4985 ( ISI marked with the prior approval of Engineer in Charge) along the trenches and laying the same in trenches to correct alignment a gradient, cutting, joining and testing complete as per specifications 125 mm dia Pipe @ 2.5 kgf/cm2 pressure

Providing, Laying fixing & jointing of U.P.V.C pipes of superior make as per ISI 4985 ( ISI marked with the prior approval of Engineer in Charge) along the trenches and laying the same in trenches to correct alignment a gradient, cutting, joining and testing complete as per specifications 150 mm dia Pipe @ 2.5 kgf/cm2 pressure

Providing, Laying fixing & jointing of U.P.V.C pipes of superior make as per ISI 4985 ( ISI marked with the prior approval of Engineer in Charge) along the trenches and laying the same in trenches to correct alignment a gradient, cutting, joining and testing complete as per specifications 200 mm dia Pipe @ 2.5 kgf/cm2 pressure

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 40 mm 45 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 40 mm 90 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 50 mm 45 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 50 mm 90 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 63 mm 45 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 63 mm 90 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 75 mm 45 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 75 mm 90 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 90 mm 45 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 90 mm 90 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 100 mm 90 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 110 mm 45 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 110 mm 90 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 125 mm 90 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 150 mm 90 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 200 mm 45 degree

Supply & fixing UPVC Long bends of different angle of 6 kgf pressure conforming to IS-codes with lates amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 200 mm 90 degree

Supply & fixing Flange tail end point of 6 kgf with M.S. Flange including carriage, rehandling , loading, unloading , testing etc complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 40 mm 6 kg/cm2 Flange tail end point

Supply & fixing Flange tail end point of 6 kgf with M.S. Flange including carriage, rehandling , loading, unloading , testing etc complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 50 mm 6 kg/cm2 Flange tail end point

Supply & fixing Flange tail end point of 6 kgf with M.S. Flange including carriage, rehandling , loading, unloading , testing etc complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 63 mm 6 kg/cm2 Flange tail end point

Supply & fixing Flange tail end point of 6 kgf with M.S. Flange including carriage, rehandling , loading, unloading , testing etc complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 75 mm 6 kg/cm2 Flange tail end point

Supply & fixing Flange tail end point of 6 kgf with M.S. Flange including carriage, rehandling , loading, unloading , testing etc complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 90 mm 6 kg/cm2 Flange tail end point

Supply & fixing Flange tail end point of 6 kgf with M.S. Flange including carriage, rehandling , loading, unloading , testing etc complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 100 mm 6 kg/cm2 Flange tail end point

Supply & fixing Flange tail end point of 6 kgf with M.S. Flange including carriage, rehandling , loading, unloading , testing etc complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 110 mm 6 kg/cm2 Flange tail end point

Supply & fixing Flange tail end point of 6 kgf with M.S. Flange including carriage, rehandling , loading, unloading , testing etc complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 125 mm 6 kg/cm2 Flange tail end point

Supply & fixing Flange tail end point of 6 kgf with M.S. Flange including carriage, rehandling , loading, unloading , testing etc complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 150 mm 6 kg/cm2 Flange tail end point

Supply & fixing Flange tail end point of 6 kgf with M.S. Flange including carriage, rehandling , loading, unloading , testing etc complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. 200 mm 6 kg/cm2 Flange tail end point

Providing & fixing C.I/ D.I Flanged end, stem of SS ( AIS 1410) and Bronze ( gunmetal) working part Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete ( with the approval of Engineer-in-charge) 50mm i/d Sluice Valves flanged

Providing & fixing C.I/ D.I Flanged end, stem of SS ( AIS 1410) and Bronze ( gunmetal) working part Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete ( with the approval of Engineer-in-charge) 65mm i/d Sluice Valves flanged

Supply & Fixing of UPVC Socket of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work . including carriage, rehandling, loading, unloading, testing etc. Complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 40 mm

Supply & Fixing of UPVC Socket of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work . including carriage, rehandling, loading, unloading, testing etc. Complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 50 mm

Supply & Fixing of UPVC Socket of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work . including carriage, rehandling, loading, unloading, testing etc. Complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 75 mm

Supply & Fixing of UPVC Socket of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work . including carriage, rehandling, loading, unloading, testing etc. Complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 90 mm

Supply & Fixing of UPVC Socket of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work . including carriage, rehandling, loading, unloading, testing etc. Complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 100 mm

Supply & Fixing of UPVC Socket of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work . including carriage, rehandling, loading, unloading, testing etc. Complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 110 mm

Supply & Fixing of UPVC Socket of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work . including carriage, rehandling, loading, unloading, testing etc. Complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 125 mm

Supply & Fixing of UPVC Socket of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work . including carriage, rehandling, loading, unloading, testing etc. Complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 150 mm

Supply & Fixing of UPVC Socket of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work . including carriage, rehandling, loading, unloading, testing etc. Complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 200 mm

Supply & Fixing of UPVC Socket of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work . including carriage, rehandling, loading, unloading, testing etc. Complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 63 mm

Providing & Fixing ISI Marked Alfa Valve complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 40 mm

Providing & Fixing ISI Marked Alfa Valve complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 50 mm

Providing & Fixing ISI Marked Alfa Valve complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 75 mm

Providing & Fixing ISI Marked Alfa Valve complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 90 mm

Providing & Fixing ISI Marked Alfa Valve complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 100 mm

Providing & Fixing ISI Marked Alfa Valve complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 110 mm

Providing & Fixing ISI Marked Alfa Valve complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 125 mm

Providing & Fixing ISI Marked Alfa Valve complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 150 mm

Providing & Fixing ISI Marked Alfa Valve complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 200 mm

Providing & Fixing ISI Marked Alfa Valve complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 63 mm

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS - codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading, testing etc. complete in all respects as per PWD specification or instruction of the Engineer-in-charge 40 mm 6 kg/cm2 UPVC Equal-Tee

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS - codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading, testing etc. complete in all respects as per PWD specification or instruction of the Engineer-in-charge 63 mm 6 kg/cm2 UPVC Equal-Tee

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS - codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading, testing etc. complete in all respects as per PWD specification or instruction of the Engineer-in-charge 50 mm 6 kg/cm2 UPVC Equal-Tee

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS - codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading, testing etc. complete in all respects as per PWD specification or instruction of the Engineer-in-charge 73 mm 6 kg/cm2 UPVC Equal-Tee

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS - codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading, testing etc. complete in all respects as per PWD specification or instruction of the Engineer-in-charge 90 mm 6 kg/cm2 UPVC Equal-Tee

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS - codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading, testing etc. complete in all respects as per PWD specification or instruction of the Engineer-in-charge 100 mm 6 kg/cm2 UPVC Equal-Tee

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS - codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading, testing etc. complete in all respects as per PWD specification or instruction of the Engineer-in-charge 110 mm 6 kg/cm2 UPVC Equal-Tee

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS - codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading, testing etc. complete in all respects as per PWD specification or instruction of the Engineer-in-charge 125 mm 6 kg/cm2 UPVC Equal-Tee

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS - codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading, testing etc. complete in all respects as per PWD specification or instruction of the Engineer-in-charge 150 mm 6 kg/cm2 UPVC Equal-Tee

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS - codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading, testing etc. complete in all respects as per PWD specification or instruction of the Engineer-in-charge 200 mm 6 kg/cm2 UPVC Equal-Tee

Supplying and fixing UPVC Reducer of 6 kg/cm2 pressure confirming to relevant IS Code with latest amendments, if any at site of work . Complete in all respect as per designs , Specifications and Instruction of Engineer-in-charge. 200 x 160 mm.

Supplying and fixing UPVC Reducer of 6 kg/cm2 pressure confirming to relevant IS Code with latest amendments, if any at site of work . Complete in all respect as per designs , Specifications and Instruction of Engineer-in-charge. 160 x 140 mm.

Supplying and fixing UPVC Reducer of 6 kg/cm2 pressure confirming to relevant IS Code with latest amendments, if any at site of work . Complete in all respect as per designs , Specifications and Instruction of Engineer-in-charge. 140 x 110 mm.

Supplying and fixing UPVC Reducer of 6 kg/cm2 pressure confirming to relevant IS Code with latest amendments, if any at site of work . Complete in all respect as per designs , Specifications and Instruction of Engineer-in-charge. 110 x 90 mm.

Supplying and fixing UPVC Reducer of 6 kg/cm2 pressure confirming to relevant IS Code with latest amendments, if any at site of work . Complete in all respect as per designs , Specifications and Instruction of Engineer-in-charge. 90 x 75 mm.

Supplying and fixing UPVC Reducer of 6 kg/cm2 pressure confirming to relevant IS Code with latest amendments, if any at site of work . Complete in all respect as per designs , Specifications and Instruction of Engineer-in-charge. 75 x 63 mm.

Supplying and fixing UPVC Reducer of 6 kg/cm2 pressure confirming to relevant IS Code with latest amendments, if any at site of work . Complete in all respect as per designs , Specifications and Instruction of Engineer-in-charge. 63 x 50 mm.

Supplying and fixing UPVC Reducer of 6 kg/cm2 pressure confirming to relevant IS Code with latest amendments, if any at site of work . Complete in all respect as per designs , Specifications and Instruction of Engineer-in-charge. 75 x 50 mm.

WATER SUPPLY (2) Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering, including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Earth work upto 1.5 m. Depth for All classes of soil except rocky

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1.6 as per ISI 80mm i/d Sluice Valves flanged

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1.6 as per ISI 100mm i/d Sluice Valves flanged

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1.6 as per ISI 150mm i/d Sluice Valves flanged

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1.6 as per ISI 200mm i/d Sluice Valves flanged

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1.6 as per ISI 250mm i/d Sluice Valves flanged

Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete. C.I Double air valve (Size 50mm)

Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.6 m. x 0.6 m.

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department Size 0.9 m. x 0.9 m.

PLASTERING & POINTING 12.5 mm thick cement plaster 1:2

BRICK WORK First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

CONCRETE Cement Concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

STEEL AND IRON WORK Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

CENTRING AND SHUTTERING Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Any Other Item (CSR)

BRIJ LAL GOVT CONTRACTOR