Construction of 1 L Baroda Sub Minor from RD 0 to 14650 (Pipe Channel) Off Taking at RD 10300L Baroda Minor.

Amount

Provision for providing and laying 600 mm i/d RCC NP2 pipe Inlet channel including houdis, pillars complete in all recpects

Earth work in excavation in foundations ,treaches etc.in all kinds of soils , not exceeding 2 metres depth including dressing of bottom and sides of trenches , stacking the excavated soils, clear from the edge of excavation and subsequent filling around masonary etc. including disposal of all surplus soil, as directed within a lead of 30 metres (HSR Item No. 6.7).

Centring & shuttering for flat surface such as suspended floors, roofs landings chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal ( HSR Item No. 9.1)

Centring and shuttering for faces of walls, retaining wall, well steining and the like ( vertical or battering ) including attached pilasters, buttresses etc. (HSR Item NO. 9.5)

Shuttering for precast R.C.C. battens ( HSR Item No. 9.14)

Cement concrete 1 : 4 : 8 with stone ballast 40 mm nominal size in foundation and plinth (HSR item No. 10.39)

Cement concrete 1 : 3 : 6 with stone aggregate 20 mm nominal size in foundation and plinth (HSR Item No. 10.40)

Design mix Cement concrete of grade M-30 with minimum cement contents 420 kg/cum in foundation and plinth ( HSR Item No. 10.67)

Design mix Cement concrete of grade M-30 with minimum cement contents 420 kg/cum in first storey upto 4 meters above plinth level ( For Wall & Slab) ( HSR Item No. 10.74)

Fe - 500 EQR TMT steel bars for RCC works where not included in the complete rate of RCC including bending, binding and placing in position complete (HSR Item No. 18.22)

Earth work in excavation in foundation trenches etc., in all kind of soils not exceeding 2 mtrs. depth including dressing of bottom and sides of trenches stacking the excavated soils clear from the edge of excavation & subsequent filling around masonry ( HSR Item No. 6.6)

Centring and shuttering forflat surfaces such as suspended floors, roofs , chhajjas , shelves etc. inclination not exceeding 25 degree with horizontal (HSR Item No. 9.1)

Centring and shuttering forflat surfaces such as suspended floors, roofs , chhajjas , shelves etc. inclination not exceeding 25 degree with horizontal Extra for steel shuttering @ 45% of labour rates i.e. Rs. 19.65 . (L.R.)(HSR Item No. Note 9.5)

Cement concrete 1:4:8 with Stone ballast 40 mm nominal size in foundation and plinth (HSR Item No. 10.39)

Damp proof course 40mm thick of cement concrete 1:2:4 using stone aggregate 20mm nominal size with 2 coats of bitumen 20/30 penetration at 1.65 kg per sqm laid hot and sanded(HSR Item No. 10.114)

Cement concrete 1:2:4 with stone aggregate 20mm Nominal size for reinforcement concrete work in slab With inclination not exceeding 25 degree with horizontal excluding steel reinforcement but including centering & shuttering laid in position, complete in all respect. Extra over item No. 10.79 to 10.95 if 1:1½:3 mix is used instead of 1:2:4. (997.90 + 86.90) (HSR Item No. 21.81)

Cement concrete 1:2:4 with stone aggregate 20mm Nominal size for reinforcement concrete work in slab With inclination not exceeding 25 degree with horizontal excluding steel reinforcement but including centering & shuttering laid in position, complete in all respect. Extra over item No. 10.86 to 10.95 if 1:1½:3 mix is used instead of 1:2:4. (997.90 + 86.90) (HSR Item No. 21.85)

First class brick work laid in cement sand mortor 1:5 in Foundation & Plinth (HSR Item No. 11.3)

First class bricks works laid in cement sand mortar 1:5 in first storey up to 4 meters above plinth level (HSR Item No. 11.8)

Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25mm mud plaster and an othr layer of mud mortar for laying the tiles including two coats of bitumen laid hot at 1.65 Kg per sqm on top of RCC slab in (HSR Item No. 13.13)

Top khurra 0.6 m x 0.6m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16 (HSR Item No. 13.50)

Bottom khurra on ground 1.2m x 0.6m consisting of brick on edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12mm thick cement plaster 1:3 (HSR Item No. 13.57)

Providing & fixing 100mm dia PVC bend of ISI mark Rain water pipe 6 Kg. Pressure of ISI mark in cement mortar during masonry work Providing & fixing PVC Rain water pipe 6 Kg. Pressure of ISI mark in cement mortar during masonry work (HSR Item No. 13.89)

Providing & fixing PVC Bend ISI mark a) 100mm dia PVC Bend (HSR Item No. 13.90)

Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling 40 mm thick grey polsihed florring cement concrete 1:2:4 topping finished with 3mm thick neat coat of cement rubbed and polished (36.95+53.10)= 90.05 (HSR Item No. 28.18)

18mm thick grey polished skriting or dado consisting of bottom layers of 15 mm thick cement sand plaster 1:3 and finished with 3 mm thick topping of neat cement rubbed and polished including rounding of junction with floors (HSR Item No. 14.18)

12mm thick cement plaster 1:5 (HSR Item No. 15.6)

Cement pointing 1:2 deep variety on brick and tile work (HSR Item No. 15.6)

Applying priming coat with metal primer on new steel work or iron work including preparatoion of surface (HSR Item No. 16.9)

Painting two coats excluding priming coat with ready mixed paint for metallic surface in all shsades on newe steel or iron works (HSR Item No. 16.17)

Distempering with washable oil bound distmper (of approved manufacture) two coats excluding priming coat on new work (HSR Item No. 16.57)

Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work, two coats to give an even shade (HSR Item No. 16.61)

Commercial hard wood such as hollock champ chikrassy and chaplash , etc. shutters with vertical styles and rails, as specified in the statement No. 1 with two Nos. plywood panels of the specified thickness Mentioned below including the cost of iron Hings screws, chocks/ cleats, stops etc. Complete fixed in position excluding the Cost of tower bolts and handles but including The labour for fixing the same. a) 35 mm thick ( 12 mm thick commercial plywood.) (HSR Item No. 17.30)

Wrought iron and mild steel ladders, grills, gratting frames, window guards, iron doors, openable or fixed stair case of parapet or any other type of railing, gates and tree guards etc. including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR Item No. 18.12)

Supplying and fixing rolling shutters, of approved make, 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, 27.5 cm long wire spring grade no. 2, and arrangement for inside and out-side locking, with push and pull operation complete, including top cover 0.80 mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed) :- (a) with 80 mm x 1.00 mm M.S. laths (HSR Item No. 18.18)

Fe-500 EQR TMT steel bars for RCC works, where not included in the complete rate of RCC including bending, binding and placing in position complete (HSR Item No. 18.22)

Pressed steel sheet frames consisting of 2mm thick steal sheet of the specified section, including iron lugs ( hold fasts) , iron hings , confirming to PWD specifica- tions , including bolts for fixing stops, locknotch, provi- sion for receiving tower bolts , and finished with one coat of ready - mixed paint red lead non setting primer of approved quality , fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs complete the door and window frame of size 89mm x 50mm with 40mm wide single rebate (HSR Item No. 18.34)

Providing and fixing steel bar embedded plastic steps of size 263mm X 165mm of orange color, confirming to specifications in pump chambers, manholes, etc. having minimum 3mm thick Polypropylene polymer confirming to IS: 10910 encapsulated on 12mm dia ribbed steel bars per IS:1786 (HSR Item No. 29.93)

(i) Earthing with G.I. earth pipe 4.5 m long and 40 mm dia with masonry (ii) Extra for using salt and char coal coke for pipe earth electrode as required (HSR Item No. 31.32)

Earth work in excavation in foundations, trenches of under ground structures, sullage drains, etc. and all other similar works in ordinary soil including dressing and disposal of surplus soil as directed within a lead of 30 M for depth upto 2 M below natural ground level (HSR Item No. 6.7)

Centring and shuttering for faces of walls, retaining wall, well steining and the like (vertical or battering ) including attached pilasters, buttresses etc. (HSR Item No. 9.5)

Cement concrete 1 : 3 : 6 with brick ballast 40 mm nominal size in foundation and planth. (HSR Item No. 10.40)

Design mix Cement concrete of grade M-30 with minimum cement contents 320 kg/cum in foundation and plinth (HSR Item No. 10.67)

Design mix Cement concrete of grade M-30 with minimum cement contents 340 kg/cum in first storey upto 4 meters above plinth level (HSR Item No. 10.74)

Fe - 500 EQR TMT steel bars for RCC works where not included in the complete rate of RCC including bending, binding and placing in position complete (HSR Item No. 18.22)

Providing and fixing of 300mm i/d of valve Cast Iron Double flanged sluice valves PN-1.6 marked with IS: 14846 including nuts & bolts marked with IS:1363, Rubber sheet marked with IS:638 etc., carriage loading unloading, stacking handling, Re-handling etc. complete in all respect to the satisfaction of Engineer-in-Charge (Makes AARKO, VENUS, LEADER, SI, PANJA, UPADHAY (HSR Item No. 28.10)

Providing and fixing of 300mm i/d Cast Iron detacheable joints Class-25 marked with IS: 8794 for use with AC pressure pipes complete with 2 Nos. Rubber Rings marked with IS:5382 & with IS 10292 and appropriate number of Nut & Bolts marked with IS: 1363 inlcuding carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in-Charge (HSR Item No. 28.57)

Providing and fixing steel bar embedded plastic steps of size 263mm X 165mm of orange color, confirming to specifications in pump chambers, manholes, etc. having minimum 3mm thick Polypropylene polymer confirming to IS: 10910 encapsulated on 12mm dia ribbed steel bars per IS:1786(HSR Item No. 29.28)

Providing & laying of 300mm DI pipe line for out let connection complete in all respect (HSR Item No. NS)

Earth work in excavation in foundations ,treaches etc.in all kinds of soils , not exceeding 2 metres depth including dressing of bottom and sides of trenches , stacking the excavated soils, clear from the edge of excavation and subsequent filling around masonary etc. including disposal of all surplus soil, as directed within a lead of 30 metres (HSR Item No. 6.6)

Cement concrete 1 : 4 : 8 with stone ballast 40 mm nominal size in foundation and planth (HSR Item No. 10.39)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. (a) Extra over item Nos. 10.79 to 10.95, if 1 : 1 : 3 mix is used, instead of 1 : 2 : 4 (HSR Item No. 21.81)

Damp proof coures 25 mm thick of cement concrete 1 : 2 : 4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 kg. Per sqm laid hot and sanded (HSR Item No. 10.115)

First class brick work laid in cement sand mortar 1:6 in foundation and plinth level (HSR Item No. 11.2)

First class brick work laid in cement sand mortar 1:5 in foundation and plinth (HSR Item No. 11.3)

12 mm thick cement plaster 1 : 5 (HSR Item No. 15.6)

Cement pointing 1 :2 deep variety on brick and tile work (HSR Item No. 15.60)

White washing three coats (HSR Item No. 16.48)

Finishing walls with exterior decorative cement based paints, such as snowcam, Robbiacem etc. on new work, two coats to give an even shade (HSR Item No. 16.61)

Wrought iron and mild steel ladders, grills, gratting frames, window guards, iron doors, openable or fixed stair case of parapet or any other type of railing, gates and tree guards etc. including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR Item No. 18.12)

Fe-500 EQR TMT steel bars for RCC works, where not included in the complete rate of RCC including bending, binding and placing in position complete (HSR Item No. 18.22)

D.G. set of 150/160 KVA complete in all respect (NS Item)

RCC foundation/platform of D.G set of 150/160 KVA complete in all respect (NS Item)

Transformer of 150 KVA complete in all respect (NS Item)

provision for 1No. Independent feeder from power house to pumping station to broda minor aproximate length 3 km

Excavation for pipelines running under pressure in trenches and pits, in open area, where disposal of surplus earth is done alongwith the alignment and restoration of unmetatlled or unpaved surface to its original condition in ordinary soil. a) Without timbering and shoring (HSR Item No. 6.8)

Earth work in excavation in foundations ,treaches etc.in all kinds of soils , not exceeding 2 metres depth including dressing of bottom and sides of trenches , stacking the excavated soils, clear from the edge of excavation and subsequent filling around masonary etc. including disposal of all surplus soil, as directed within a lead of 30 metres (HSR Item No. 6.6)

Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth (HSR Item No. 10.39)

Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation & plinth (HSR Item No. 10.41)

First class brick work laid in cement sand mortar 1 : 5 in foundation and plinth (HSR Item No. 11.3)

12 mm thick cement plaster 1 : 3 with rendering (HSR Item No. 31.5)

Providing and fixing 150mm of Cast Iron Double flanged sluice valves PN-1.6 marked with IS: 14846 including nuts & bolts marked with IS:1363, Rubber sheet marked with IS:638 etc., carriage loading unloading, stacking handling, Re-handling etc. complete in all respect to the satisfaction of Engineer-in-Charge (Makes AARKO, VENUS, LEADER, SI, PANJA, UPADHAY (HSR Item No. 28.10)

Providing and fixing 300mm of Cast Iron Double flanged sluice valves PN-1.6 marked with IS: 14846 including nuts & bolts marked with IS:1363, Rubber sheet marked with IS:638 etc., carriage loading unloading, stacking handling, Re-handling etc. complete in all respect to the satisfaction of Engineer-in-Charge (Makes AARKO, VENUS, LEADER, SI, PANJA, UPADHAY (HSR Item No. 28.10)

Providing and fixing 450mm of Cast Iron Double flanged sluice valves PN-1.6 marked with IS: 14846 including nuts & bolts marked with IS:1363, Rubber sheet marked with IS:638 etc., carriage loading unloading, stacking handling, Re-handling etc. complete in all respect to the satisfaction of Engineer-in-Charge (Makes AARKO, VENUS, LEADER, SI, PANJA, UPADHAY (HSR Item No. 28.10)

Providing and fixing 80mm of cast iron Kinetic air valves of size given below marked with IS : 14845 including carriage, loading, unloading, stacking ,handling, re-handling etc. drilling, tapping, screwing in valves connections complete in all respect to satisfication Engineer- in - Charge (HSR Item No. 28.13)

Supplying of 80mm GI pipe Class B Marked with IS : 1239 IN 3.05M Length, their threading and welding with flange ( Heavy Duty) on both side (HSR Item No. 28.52)

Providing and fixing of 150mm CAST IRON Detachable Joints Class-15 marked with IS:8794 for use with AC/PVC/CI pipes complete with 2 nos. rubber rings marked with IS:5382 & IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage loading, unloading etc. (HSR Item No. 28.56)

Providing and fixing 300mm CAST IRON Detachable Joints Class-15 marked with IS:8794 for use with AC/PVC/CI pipes complete with 2 nos. rubber rings marked with IS:5382 & IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage loading, unloading etc. (HSR Item No. 28.56)

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) 150mm i/d of 5 Nos. O/L of ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately.(HSR Item No. 28.61)

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) 300mm i/d of ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately.(HSR Item No. 28.61)

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) 450mm i/d of ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately.(HSR Item No. 28.61)

Providing, lowering, laying, aligning, fixing in position and jointing at all level / depths upto 300mm dia of DI standard specials plain / flanged / socketed confirming to IS-9523-2000 with rubber ring (EPDM / SBR) joints such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (HSR Item No. 28.65)

Providing, lowering, laying, aligning, fixing in position and jointing at all level / depths above 300mm dia and upto 600mm dia of DI standard specials plain / flanged / socketed confirming to IS-9523-2000 with rubber ring (EPDM / SBR) joints such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (HSR Item No. 28.65)

Provision for cutting of road for crossing of pipe line to be paid to b& r Deptt.

Provision for crossing of Railway line to be paid to Railway Deptt.

Provision for crossing of Drain

Provision for land compensation

Providing and installing horizonal Centrifugal pumping set of 11200 LPM 100 HP 24 mtr. Head of reputed make such as Kirlosker, Lubi etc. of following capacity ISI Marked complete in all respects. (NS Item)

Penal Board for 2 No. installation in 1 No. Pump House complete with starter, main switch, earthing wire connection, overload coil etc. (NS Item)

Provision for electric connection with copper wire and other charges etc. (NS Item)

Provision for internal electric fitting in 1 No. Pump Chamber including cost of wiring, electric component and labour charge.(NS Item)

Provision for C.I D/I sunction delivery pipe, C.I specials such as bends, flange pieces, non-return valves and C.I delivery pipe up to rising main insight pump chamber. Detail as under: 1. C.I D/F pipe 300mm 30 mtr. , 2. C.I D/F S.V. 300mm 4 No. , 3. C.I D/F NRV 300mm 2 No. , 4. C/I D/F Bend 300x90 10 No. , 5. Bell mouth 300mm 2 No. , 6. C.I A/F Tee 300x300x300 2 No. , 7. C.I D/F Reducer 300x200 4 No. , 8. C.I D/F Reducer 300x400 1 No. , 9. Nut Bolt 100 Kg. , 10. Rubber sheet 100Kg. , 11. Priming arrangement, pressure gauge etc. (NS Item)

Provision for gantry type chain pulley for lifting pumping machinery on sumpwell of capacity 3 ton (NS Item)