JJM Zone II CWSS to Haripad and adjoining Panchayath Construction of Cheruthana Kumarapuram OHSR and Pumping main from Pump No 3 4 5 up to Haripad Block Office Junction up to Kumarapuram OHSR 7.694 KM 2 Tanks Zone II Pipeline Work

Work Name:Jal Jeevan Mission (JJM)-Zone-II- CWSS to Haripad and adjoining Panchayath-Construction of Cheruthana, & Kumarapuram OHSR and Pumping main fromPump No.3,4 &5 up to Haripad Block Office Junction up to Kumarapuram OHSR ( 7.694 KM + 2 Tanks).-Zone-II- CWSS to Haripad and adjoining Panchayath-Construction of Cheruthana, & Kumarapuram OHSR and Pumping main fromPump No.3,4 &5 up to Haripad Block Office Junction up to Kumarapuram OHSR ( 7.694 KM + 2 Tanks).-Pipeline Work

the cost of the valve (tail pieces, if required, will be paid separately): 450mm diameter, Class I.ì100.31.1.12:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 600mm diameter, Class I.ú100.32.3:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 50mm Double Acting Air Valve.ú100.32.4:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 80mm Double Acting Air Valve.û100.32.5:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 100mm Double Acting Air Valve.˜100.35.3:Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia Observed Data derived from item no.1020 of PHED DATAš100.35.4:Testing 250mm DI/CI pipeline with potable water to the required test pressure . 250 mm dia Observed Data derived from item no.1022 of PHED DATA™100.35.6:Testing 350mm DI/CI pipeline with potable water to the required test pressure. 350 mm dia Observed Data derived from item no.1024 of PHED DATA™100.35.8:Testing 450mm DI/CI pipeline with potable water to the required test pressure. 450 mm dia Observed Data derived from item no.1027 of PHED DATAš100.35.10:Testing 600mm DI/CI pipeline with potable water to the required test pressure. 600 mm dia Observed Data derived from item no.1029 of PHED DATA!16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25>
16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.p
16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)Ü16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.å4.1.4: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 40 mm nominal size)
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal sizeí5.9.15:Centering and shuttering including strutting, etc. and removal of form for:Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the likeÎ5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or morekilogram/OD169978/2023-2024:Constructing valve chamber of inner size 1 .00m x1.00 m x 1.10m in M-25 grade cement concrete for reinforced cement concrete work and 10 mm MS rod(115 Kg) for foundation,side wall and cover slab (Plat form 1.30 mx1.30mx0.2 m,side wall 15 cm thick, cover slab 2 nos. of size 1.30x0.65x0.20m over a PCC base of size 1.50mx1.50mx0.15 m in 1:3:6 using 40 mm broken stone plastering inside the valve chamber and cover slab in CM.1:3, 6 mm thick including cost and conveyance of all materials etc.complete. as per the direction of deptl officers.6OD169979/2023-2024:Constructing valve chamber of inner size 1 .50m x 1.50 m x1.50m in M-25 grade cement concrete for reinforced cement concrete work and 10 mm MS rod(330 Kg) for foundation,side wall and cover slab(Plat form 1.80 mx1.80mx0.15 m,side wall 15 cm thick, cover slab 3 nos. of size 1.80mx0.60mx0.20m over a PCC base of size 1.80mx1.80mx0.15m in cm 1:3:6 using 40 mm broken stone,plastering inside the valve chamber and cover slab in CM.1:3, 6 mm thick including cost and conveyance of all materials etc.complete. as per the direction of deptl officers 1 nos100.46.3.2:Repairing leakage/breakage of 100mm A.C. pipeline by cutting and dismantling the damaged pipe portion (above 3.0m up to 5.0m) including charges for earthwork excavation in all kinds of soil including tar / concrete cutting for exposing leak portion of the pipe, operating control valves if any, conveying to the site and cutting new A.C. pipe to the required length, re-jointing the pipeline using C.I.D. Joints, testing the pipeline by operating the valves concerned, and rectifying the defects any noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, watching, ribbon f

ction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing.x100.47.1.5:Leak rectification work in 75mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or any available joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, watching, ribbon fencing, traffic controlling etc., complete as per the direction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing.p100.47.2.1:Leak rectification work in 90mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.q100.47.2.2:Leak rectification work in 110mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.G
OD169980/2023-2024:Providing and fixing Pressure gauge ( BIS Standard dial range minimum 0-10 kg/cm2 least coont 0.10kg/cm2 or nearest ) in 600 mm DI pipe line including making hole in 18 mm MS sheet and welding the connection bolt and accessories etc., including all cost and conveyance charges etc complete as per directions.G
OD169981/2023-2024:Providing and fixing Pressure gauge ( BIS Standard dial range minimum 0-10 kg/cm2 least coont 0.10kg/cm2 or nearest ) in 450 mm DI Pipe line including making hole in 18 mm MS sheet and welding the connection bolt and accessories etc.,including all cost and conveyance charges etc complete as per directions.G
OD169982/2023-2024:Providing and fixing Pressure gauge ( BIS Standard dial range minimum 0-10 kg/cm2 least coont 0.10kg/cm2 or nearest ) in 200 mm DI pipe line including making hole in 18 mm MS sheet and welding the connection bolt and accessories etc.,including all cost and conveyance charges etc complete as per directions.F
OD169983/2023-2024:Providing and fixing Pressure gauge ( BIS Standard dial range minimum 0-10 kg/cm2 least coont 0.10kg/cm2 or nearest ) in 250mm DI pipe line including making hole in 18 mm MS sheet and welding the connection bolt and accessories etc.,including all cost and conveyance charges etc complete as per directions.LAppendix A-Part B-Supplying and Laying Transmission Main-Supply of MaterialsF100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia.F100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia.F100.98.120:Supply of DI K9 Pipe Conforming to IS 8329/2000, 350mm Dia.F100.98.122:Supply of DI K9 Pipe Conforming to IS 8329/2000, 450mm Dia.F100.98.124:Supply of DI K9 Pipe Conforming to IS 8329/2000, 600mm Dia.z18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm diaquintal|18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia|100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.|100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.|100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.|100.98.466:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 450mm.|100.98.468:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 600mm.e100.98.446:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 50mm.u100.98.450:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 80mm.v100.98.451:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 100mm.6OD169948/2023-2024:Supplying and fixing an electro magnetic flow meter conforming to protection level of IP-68 for Flow Sensor and IP-67 for transmitter and having an accuracy level of 0.5% with LED/LCD disply unit. The flow meter should have the housing (flow sensor) to be made of SS 304/ carbon steel with anti corrosive protection and inside liner to be made up of hard rubber/ neoprene all conforming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer, with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions - 600mm size inclusive of cost of flow meter, specials for connecting with 600mm DI pipes etc-Rate as per TC No. dtd 05/09/2012 5OD169949/2

023-2024:Supplying and fixing an electro magnetic flow meter conforming to protection level of IP-68 for Flow Sensor and IP-67 for transmitter and having an accuracy level of 0.5% with LED/LCD disply unit. The flow meter should have the housing (flow sensor) to be made of SS 304/ carbon steel with anti corrosive protection and inside liner to be made up of hard rubber/ neoprene all conforming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer, with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions -250mm size inclusive of cost of flow meter, specials for connecting with 250mm DI pipes etc-Rate as per TC No. dtd 05/09/2012 5OD169950/2023-2024:Supplying and fixing an electro magnetic flow meter conforming to protection level of IP-68 for Flow Sensor and IP-67 for transmitter and having an accuracy level of 0.5% with LED/LCD disply unit. The flow meter should have the housing (flow sensor) to be made of SS 304/ carbon steel with anti corrosive protection and inside liner to be made up of hard rubber/ neoprene all conforming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer, with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions -450mm size inclusive of cost of flow meter, specials for connecting with 450mm DI pipes etc-Rate as per TC No. dtd 05/09/2012 6OD169951/2023-2024:Supplying and fixing an electro magnetic flow meter conforming to protection level of IP-68 for Flow Sensor and IP-67 for transmitter and having an accuracy level of 0.5% with LED/LCD disply unit. The flow meter should have the housing (flow sensor) to be made of SS 304/ carbon steel with anti corrosive protection and inside liner to be made up of hard rubber/ neoprene all conforming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer, with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions - 250mm size inclusive of cost of flow meter, specials for connecting with 250mm DI pipes etc-Rate as per TC No. dtd 05/09/2012 b100.98.432:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 200mm.b100.98.433:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 250mm.ˆOD169952/2023-2024:Supply of CI Double Flanged Non Return Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 600mm.ˆOD169953/2023-2024:Supply of CI Double Flanged Non Return Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 450mm.TAppendix B-Part A-Supplying and Laying of HDPE pipe_Across the River-Working Chargesé15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)OD169963/2023-2024:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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<br>each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :r|n <br>All kinds of soil r|n(Ref. Item No. 2.10.1 of DSR) Under waterƒOD169964/2023-2024:Laying HDPE pipes (IS : 4984)in under water portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 450mm Nominal Outside Diameter Pipes. „OD169965/2023-2024:Laying HDPE pipes (IS : 4984) in under water portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 630mm Nominal Outside Diameter Pipes. ÝOD169966/2023-2024:Casting R.C.C.sleeves with C C 1:1.5:3 using 20mm broken stone including hire for form work cost and conveyance of all materials watering curing etc:complete 1.5m spacing of sleeves for 450 mm HDPE PipesetÝOD169967/2023-2024:Casting R.C.C.sleeves with C C 1:1.5:3 using 20mm broken stone including hire for form work cost and conveyance of all materials watering curing etc:complete 1.5m spacing of sleeves for 630 mm HDPE Pipep
OD169968/2023-2024:Fabricating MS slip on flanges of diameter 450 mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 10mm thick MS platesp
OD169969/2023-2024:Fabricating MS slip on flanges of diameter 630 mm using 16 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 10mm thick MS platesWAppendix B-Part B-Supplying and Laying of HDPE pipes_Across the river-Cost of MaterialsK100.98.147:Supply of HDPE Pipe PE 100 (IS 4984/1995), 8kg, 450mm Outer Dia.K100.98.150:Supply of HDPE Pipe PE 100 (IS 4984/1995), 8kg, 630mm Outer Dia.AOD169970/2023-2024:Specials for HDPE pipe 3 % of the cost of pipeL.S.Appendix C-Road restoration works in PWD Roads8
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000md
4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method~
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Ù5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.Í5.2.a:Providing and

applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Ë
5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)P5.6.1.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.2 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - I ( 19 mm nominal size )>
8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.18.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-/Appendix D-Road Restoration works in LSGD Road Á
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3³
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I MaterialO4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.¯5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)C
5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means :- Case - III : Type C (II) Bitumen (S-65)_Appendix E-Railway Push through work at RUB near North side of Haripad Railway station( 2 nos )C
100.37.22.1:In situ fabrication of M.S. pipes of size 700mm (I.D.) using 10mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.C
100.37.25.1:In situ fabrication of M.S. pipes of size 900mm (I.D.) using 10mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.¦OD169954/2023-2024:Conveying and laying MS Pipes excluding cost of pipes and specials : <br>450 mm dia MS Pipes r|n <br> Data derived from 18.72.19 in DAR£OD169955/2023-2024:Conveying and laying MS Pipes excluding cost of pipes and specials<br>900 mm dia MS Pipes <br> Data derived from 18.72.17 in DAR ¦OD169956/2023-2024:Conveying and laying MS Pipes excluding cost of pipes and specials : r|n<br>600 mm dia MS Pipe<br>Data derived from 18.72.25 in DAR •13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works‰13.59:Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively.Ä
OD169957/2023-2024:construction of pushing chamber of inner size 2.0m X3.0mx 2.6m in M 25 grade cement concrete for reinforced cement concrete work and 10mm MS rod (330Kg) for foundation, side wall and cover slab platform 2.4mx3.4mx.2M, side wall 20cm thick, in 1:3:6 using 20mm broken stone, plastering inside the valve chamber and cover slab in CM 1:3, 6mm thick including cost and conveyance of all materials as per direction of deptl. officers. V
OD169958/2023-2024:Laying 700 mm 10 mm thick MS pipe across the railway Track with clearance as specified by the Railway Authorities adopting Machinery Push through HDD method including all hire charges for machinery, labour and dismantling the after completion and laying of MS pipe by welding etc. complete as directed by dept. officers Y
OD169959/2023-2024:Laying 1000 mm/900mm 10 mm thick MS pipe across the railway Track with clearance as specified by the Railway Authorities adopting Machinery Push through HDD method including all hire charges for machinery, labour and dismantling the after completion and laying of MS pipe by welding etc. complete as directed by dept. officersÛ100.37.12.3:Cutting 450mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.ý100.37.12.4:Welding 450mm (I.D.) M.S. pipes for making bends an

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up to 1.5 m as per direction of site Engineer-in-charge
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc completeOD169989/2023-2024:Providing and fixing design, manufacture, testing at manufacturer's Works, packing, supply, delivery of 42 KV & 12 KV classes of gapless Lightning Arrestors complete with fittings and accessories.1.2.These arrestors shall be of Heavy Duty, Station Class / Distribution Class and Gapless Zinc Oxide type.1.3.Arrestors shall be hermetically sealed units suitable for outdoor installation on self-supportin Lightning Arrestors shall be capable of discharging Lightning and switching surges and temporary power frequency over voltages .The Surge Arrestor shall be capable of discharging over voltages occurring during switching of unloaded transformers and long lines.The Arrestors shall be capable of withstanding Maximum Continuous Operating Voltages (M.C.O.VïOD169990/2023-2024:Electrification of OHSR compound with 25mts of wiring, 7nos of electric points including 2nosplug points, 1 no meter box, 1 no Distribution box for lights, 1 no Electric Fan of 1200mm dia, 4 nos of 10W LED light etc. [email protected]:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)1
50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack woodn
50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood_
50.9.4.1:Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood
50.9.6.1:Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood / jack wood 30 mm thick shutters—
11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.§
11.46.1:Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 500x500 mmÿ
11.36:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.‚
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.99.119:Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer-in Charge.‡9.120.1:Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, manufacture's specification & drawing.30 mm thick plain PVC door shutters:50.9.15.5:Providing and fixing iron hooks and eyes: 100 mmª50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.4
50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wallÕ50.18.9.4.2:Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2Ó50.18.9.9.2:Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm25
50.18.9.16.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6Kgf/cm2 - External work - Exposed on wall–50.18.9.22.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow 50.18.9.22.6:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x110 mm dia Door tee´
17.2.2:Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing c

istern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked black solid plastic seat and lid@
17.7.2:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.Litre‚13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new workû9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
9.53:Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)416.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge.oOD169991/2023-2024:Supplying and errecting of ferrocement septic tank ,1.65Mx1.00mx1.1m size including soak pitæOD171317/2023-2024:Carriage of excavated soil to stack yard and stacking within a radius of 5km and returning the same for backfilling as directed by departmental officers, hire charges of tools & plants and labour charges etc4Appendix G-Construction of 6 LL OHSR at Kumarapuram.DOD169992/2023-2024: Conducting soil investigation work for OHSR sitetOD171313/2023-2024:Professional charges for Structural Design & GFC drawing of Proposed 6.0LL OHSR @ Kumarapuram€OD196171/2023-2024:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).<br>900 mm dia piles OD196192/2023-2024:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).<br>1000 mm dia piles ‡5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges£OD169995/2023-2024:Supplying and fitting 150mm CI Ventilation cowl wrapped with aluminium mesh to prevent insects, fitting during casting roof slab of the sump ­
OD169996/2023-2024:Providing and fixing water level indicator with 50 x50 x10 mm or nearest angle iron frame 2 nos 3.65 m length for verticals and required horizontal welded jointing and fitted with 3 kg of copper float 3 nos of brass pulley and required length of nylon wire and painting with anti corrosive paint 2 coats marking the gauge and lettering and fixing in position etc complete as per the direction of deptl officers—18.71.3:Providing and laying Double Flanged ( screwed / welded) Centrifugally (Spun) Cast Iron, Class B ( IS : 1536):200 mm dia C.I Double Flanged Pipe—18.71.9:Providing and laying Double Flanged ( screwed / welded) Centrifugally (Spun) Cast Iron, Class B ( IS : 1536):500 mm dia C.I Double Flanged Pipe‚18.30.11:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:500 mm diameter pipeë100.31.1.5:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 200mm diameter, Class I.ì100.31.1.11:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 500mm diameter, Class I.|100.98.467:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 500mm./OD190445/2023-2024:Constructing valve chamber of inner size 1 .00m x1.00 m x 1.10m in M-25 grade cement concrete for reinforced cement concrete work and 10 mm MS rod(115 Kg) for foundation,side wall and cover slab (Plat form 1.30 mx1.30mx0.2 m,side wall 15 cm thick, cover slab 2 nos. of size 1.30x0.65x0.20m over a PCC base of size 1.50mx1.50mx0.15 m in 1:3:6 using 40 mm broken stone plastering inside the valve chamber and cover slab in CM.1:3, 6 mm thick including cost and conveyance of all materials etc.complete. as per the direction of deptl officers.2OD169997/2023-2024:Constructing valve chamber of inner size 1.50 m x1.50 m x1.50m in M-25 grade cement concrete for reinforced cement concrete work and 10 mm MS rod(330 Kg) for foundation,side wall and cover slab(Plat form 1.80 mx1.80 mx0.15 m,side wall15 cm thick,cover slab 2Nos of size 1.80 mx0.60 m x 0.20 m)over a PCC base of size 2.00mx2.00mx0.15 m in 1:3:6 using 40 mm broken stone,plastering inside the valve chamber and cover slab in CM.1:3, 6 mm thick including cost and conveyance of all materials etc.complete. as per the direction of deptl officers.6OD169998/2023-2024:Supplying and fixing an electro magnetic flow meter conforming to protection level of IP-68 for Flow Sensor and IP-67 for transmitter and having an accuracy level of 0.5% with LED/LCD disply unit. The flow meter should have the housing (flow sensor) to be made of SS 304/ carbon steel with anti corrosive protection and inside liner to be made up of hard rubber/ neoprene all conforming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer, with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions - 250 mm size inclusive of cost of flow meter, specials for connecting with 250mm DI pipes etc-Rate as per TC No. dtd 05/09/2012OD169999/2023-2024:Providing and fixing design, manufacture, testing at manufacturer's Works, packing, supply, delivery of 42 KV & 12 KV classes of gapless Lightning Arrestors complete with fittings and accessories.1.2.These arrestors shall be of Heavy Duty, Station Class / Distribution Class and Gapless Zinc Oxide type.1.3.Arrestors shall be hermetically sealed units suitable for outdoor installation on self-supportin Lightning Arrestors shall be capable of discharging Lightning and switching s

urges and temporary power frequency over voltages .The Surge Arrestor shall be capable of discharging over voltages occurring during switching of unloaded transformers and long lines.The Arrestors shall be capable of withstanding Maximum Continuous Operating Voltages (M.C.O.VïOD170000/2023-2024:Electrification of OHSR compound with 25mts of wiring, 7nos of electric points including 2nosplug points, 1 no meter box, 1 no Distribution box for lights, 1 no Electric Fan of 1200mm dia, 4 nos of 10W LED light etc. etcoOD170001/2023-2024:Supplying and errecting of ferrocement septic tank ,1.65Mx1.00mx1.1m size including soak pitæOD171316/2023-2024:Carriage of excavated soil to stack yard and stacking within a radius of 5km and returning the same for backfilling as directed by departmental officers, hire charges of tools &amp; plants and labour charges etc<Appendix H-Construction of Compound wall for Cheruthana OHSR
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)l
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksT
13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture=Appendix I-Construction of Compound wall for Kumarapuram OHSR

applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Ë
5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)P5.6.1.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.2 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - I ( 19 mm nominal size )>
8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.18.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-/Appendix D-Road Restoration works in LSGD Road Á
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3³
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I MaterialO4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.¯5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)C
5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means :- Case - III : Type C (II) Bitumen (S-65)_Appendix E-Railway Push through work at RUB near North side of Haripad Railway station( 2 nos )C
100.37.22.1:In situ fabrication of M.S. pipes of size 700mm (I.D.) using 10mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.C
100.37.25.1:In situ fabrication of M.S. pipes of size 900mm (I.D.) using 10mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.¦OD169954/2023-2024:Conveying and laying MS Pipes excluding cost of pipes and specials : &lt;br&gt;450 mm dia MS Pipes r|n &lt;br&gt; Data derived from 18.72.19 in DAR£OD169955/2023-2024:Conveying and laying MS Pipes excluding cost of pipes and specials&lt;br&gt;900 mm dia MS Pipes &lt;br&gt; Data derived from 18.72.17 in DAR ¦OD169956/2023-2024:Conveying and laying MS Pipes excluding cost of pipes and specials : r|n&lt;br&gt;600 mm dia MS Pipe&lt;br&gt;Data derived from 18.72.25 in DAR •13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works‰13.59:Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively.Ä
OD169957/2023-2024:construction of pushing chamber of inner size 2.0m X3.0mx 2.6m in M 25 grade cement concrete for reinforced cement concrete work and 10mm MS rod (330Kg) for foundation, side wall and cover slab platform 2.4mx3.4mx.2M, side wall 20cm thick, in 1:3:6 using 20mm broken stone, plastering inside the valve chamber and cover slab in CM 1:3, 6mm thick including cost and conveyance of all materials as per direction of deptl. officers. V
OD169958/2023-2024:Laying 700 mm 10 mm thick MS pipe across the railway Track with clearance as specified by the Railway Authorities adopting Machinery Push through HDD method including all hire charges for machinery, labour and dismantling the after completion and laying of MS pipe by welding etc. complete as directed by dept. officers Y
OD169959/2023-2024:Laying 1000 mm/900mm 10 mm thick MS pipe across the railway Track with clearance as specified by the Railway Authorities adopting Machinery Push through HDD method including all hire charges for machinery, labour and dismantling the after completion and laying of MS pipe by welding etc. complete as directed by dept. officersÛ100.37.12.3:Cutting 450mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.ý100.37.12.4:Welding 450mm (I.D.) M.S. pipes for making bends an

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ction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing.x100.47.1.5:Leak rectification work in 75mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or any available joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, watching, ribbon fencing, traffic controlling etc., complete as per the direction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing.p100.47.2.1:Leak rectification work in 90mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.q100.47.2.2:Leak rectification work in 110mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.G
OD169980/2023-2024:Providing and fixing Pressure gauge ( BIS Standard dial range minimum 0-10 kg/cm2 least coont 0.10kg/cm2 or nearest ) in 600 mm DI pipe line including making hole in 18 mm MS sheet and welding the connection bolt and accessories etc., including all cost and conveyance charges etc complete as per directions.G
OD169981/2023-2024:Providing and fixing Pressure gauge ( BIS Standard dial range minimum 0-10 kg/cm2 least coont 0.10kg/cm2 or nearest ) in 450 mm DI Pipe line including making hole in 18 mm MS sheet and welding the connection bolt and accessories etc.,including all cost and conveyance charges etc complete as per directions.G
OD169982/2023-2024:Providing and fixing Pressure gauge ( BIS Standard dial range minimum 0-10 kg/cm2 least coont 0.10kg/cm2 or nearest ) in 200 mm DI pipe line including making hole in 18 mm MS sheet and welding the connection bolt and accessories etc.,including all cost and conveyance charges etc complete as per directions.F
OD169983/2023-2024:Providing and fixing Pressure gauge ( BIS Standard dial range minimum 0-10 kg/cm2 least coont 0.10kg/cm2 or nearest ) in 250mm DI pipe line including making hole in 18 mm MS sheet and welding the connection bolt and accessories etc.,including all cost and conveyance charges etc complete as per directions.LAppendix A-Part B-Supplying and Laying Transmission Main-Supply of MaterialsF100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia.F100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia.F100.98.120:Supply of DI K9 Pipe Conforming to IS 8329/2000, 350mm Dia.F100.98.122:Supply of DI K9 Pipe Conforming to IS 8329/2000, 450mm Dia.F100.98.124:Supply of DI K9 Pipe Conforming to IS 8329/2000, 600mm Dia.z18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm diaquintal|18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia|100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.|100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.|100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.|100.98.466:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 450mm.|100.98.468:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 600mm.e100.98.446:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 50mm.u100.98.450:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 80mm.v100.98.451:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 100mm.6OD169948/2023-2024:Supplying and fixing an electro magnetic flow meter conforming to protection level of IP-68 for Flow Sensor and IP-67 for transmitter and having an accuracy level of 0.5% with LED/LCD disply unit. The flow meter should have the housing (flow sensor) to be made of SS 304/ carbon steel with anti corrosive protection and inside liner to be made up of hard rubber/ neoprene all conforming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer, with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions - 600mm size inclusive of cost of flow meter, specials for connecting with 600mm DI pipes etc-Rate as per TC No. dtd 05/09/2012 5OD169949/2

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ction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing.x100.47.1.5:Leak rectification work in 75mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or any available joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, watching, ribbon fencing, traffic controlling etc., complete as per the direction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing.p100.47.2.1:Leak rectification work in 90mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.q100.47.2.2:Leak rectification work in 110mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing.G
OD169980/2023-2024:Providing and fixing Pressure gauge ( BIS Standard dial range minimum 0-10 kg/cm2 least coont 0.10kg/cm2 or nearest ) in 600 mm DI pipe line including making hole in 18 mm MS sheet and welding the connection bolt and accessories etc., including all cost and conveyance charges etc complete as per directions.G
OD169981/2023-2024:Providing and fixing Pressure gauge ( BIS Standard dial range minimum 0-10 kg/cm2 least coont 0.10kg/cm2 or nearest ) in 450 mm DI Pipe line including making hole in 18 mm MS sheet and welding the connection bolt and accessories etc.,including all cost and conveyance charges etc complete as per directions.G
OD169982/2023-2024:Providing and fixing Pressure gauge ( BIS Standard dial range minimum 0-10 kg/cm2 least coont 0.10kg/cm2 or nearest ) in 200 mm DI pipe line including making hole in 18 mm MS sheet and welding the connection bolt and accessories etc.,including all cost and conveyance charges etc complete as per directions.F
OD169983/2023-2024:Providing and fixing Pressure gauge ( BIS Standard dial range minimum 0-10 kg/cm2 least coont 0.10kg/cm2 or nearest ) in 250mm DI pipe line including making hole in 18 mm MS sheet and welding the connection bolt and accessories etc.,including all cost and conveyance charges etc complete as per directions.LAppendix A-Part B-Supplying and Laying Transmission Main-Supply of MaterialsF100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia.F100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia.F100.98.120:Supply of DI K9 Pipe Conforming to IS 8329/2000, 350mm Dia.F100.98.122:Supply of DI K9 Pipe Conforming to IS 8329/2000, 450mm Dia.F100.98.124:Supply of DI K9 Pipe Conforming to IS 8329/2000, 600mm Dia.z18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm diaquintal|18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia|100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.|100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.|100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.|100.98.466:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 450mm.|100.98.468:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 600mm.e100.98.446:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 50mm.u100.98.450:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 80mm.v100.98.451:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 100mm.6OD169948/2023-2024:Supplying and fixing an electro magnetic flow meter conforming to protection level of IP-68 for Flow Sensor and IP-67 for transmitter and having an accuracy level of 0.5% with LED/LCD disply unit. The flow meter should have the housing (flow sensor) to be made of SS 304/ carbon steel with anti corrosive protection and inside liner to be made up of hard rubber/ neoprene all conforming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer, with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions - 600mm size inclusive of cost of flow meter, specials for connecting with 600mm DI pipes etc-Rate as per TC No. dtd 05/09/2012 5OD169949/2