Jal Jeevan Mission WSS to ChungatharaPothukalluEdakkara and Vazhikadavu Grama Panchayaths in Malappuram District Construction of 31 LL OHSR at Mamankara Vazhikadavu for Vazhikadavu GP and Gravity main from Edakkara Karunechi to this OHSR General Civi

Work Name:Jal Jeevan Mission (JJM)-WSS to Chungathara,Pothukallu,Edakkara and Vazhikadavu Grama Panchayaths in Malappuram District-Construction of 31 LL OHSR at Mamankara,Vazhikadavu for Vazhikadavu GP and Gravity main from Edakkara Karunechi to this OHSR.-General Civil Work

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:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.Ç
100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. ¶18.73.9:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :500 mm dia Ductile Iron Double Flanged¶18.73.7:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :400 mm dia Ductile Iron Double Flanged¶18.73.6:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :350 mm dia Ductile Iron Double Flanged‚18.30.11:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:500 mm diameter pipe18.30.9:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:400 mm diameter pipe18.30.8:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:350 mm diameter pipeí100.31.2.11: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 II.ì100.31.2.9: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): 400mm diameter, Class II.ì100.31.2.8: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): 350mm diameter, Class II.™OD132617/2025-2026:Supply of CI/DI GEAR MOUNTED Double Flanged Sluice Valve conforming to IS 14846-2000, sluice valve with hand wheel PN 1.6, Size 500mm.™OD132618/2025-2026:Supply of CI/DI GEAR MOUNTED Double Flanged Sluice Valve conforming to IS 14846-2000, sluice valve with hand wheel PN 1.6, Size 400mm.™OD132619/2025-2026:Supply of CI/DI GEAR MOUNTED Double Flanged Sluice Valve conforming to IS 14846-2000, sluice valve with hand wheel PN 1.6, Size 350mm.|18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm diaquintal*
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources))
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 size derived from natural sources) OD132616/2025-2026:Supply and erction of Flow Meter for suitable for 350mm diadistribution line at plant site with the following specifications ;supplying 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 display unit .The flow meter should have the housing( flow sensor ) to be made of SS 304/carbon steel with anticorrosive protection and inside liner to be made of Hard rubber /ne0 prone all conforming to drinking water standards .The flow meter should be coupled with HART for data acquisition and transfer trough GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions- 350mm diaOD132620/2025-2026:Supply and erction of Flow Meter for suitable for 500mm diadistribution line at plant site with the following specifications ;supplying 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 display unit .The flow meter should have the housing( flow sensor ) to be made of SS 304/carbon steel with anticorrosive protection and inside liner to be made of Hard rubber /ne0 prone all conforming to drinking water standards .The flow meter should be coupled with HART for data acquisition and transfer trough GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions- 500mm dia "App:D- Gravity Main- Labour Chargeá
100.2.7:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited. à
100.1.13:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited. 2100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.¢OD132634/2025-2026:Dismantling manually/by mechanical means and disposal of materials within 50meters lead asper direction of Engineer in charge - Bituminous road1 sqm¤100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.­100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.­100.41.40:Supply, stacking, spreading and consolidating of Red earth in the trench of pipe line for cushion including carriage, loading, unloading & stacking up to any lead.º100.14.7:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 400mm diameter Ductile Iron Class K-9 Pipes.UOD132635/2025-2026:Labour for cutting DI pipe with steel saw 400 mm diameter DI pipe.Each Cutµ18.70.7:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:400 mm dia pipesjointB
100.37.11.1:In situ fabrication of M.S. pipes of size 400mm (I.D.) using 8mm thick M.S. plate including cost and conveyance cha

rges 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.h
100.37.11.2:Fabricating M.S. flanges of diameter 400mm using 12mm 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: For pipes fabricated with 8mm thick M.S. plates.Û100.37.11.3:Cutting 400mm (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.ý100.37.11.4:Welding 400mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.Ê100.37.11.5:Grinding cut and weld edges of 400mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.™100.35.7:Testing 400mm DI/CI pipeline with potable water to the required test pressure. 400 mm dia Observed Data derived from item no.1026 of PHED DATAì100.31.2.7: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): 300mm diameter, Class II.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.¤100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.1App:E- Gravity Main- Cost of Pipes & SpecialsF100.98.121:Supply of DI K9 Pipe Conforming to IS 8329/2000, 400mm Dia.g100.98.436:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 80mm.|100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.™OD132615/2025-2026:Supply of CI/DI GEAR MOUNTED Double Flanged Sluice Valve conforming to IS 14846-2000, sluice valve with hand wheel PN 1.6, Size 300mm.7App:G- Gravity Main- Road Restoration of LSGD- BT RoadsÁ
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.T5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)o
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)&App:H- Providing Lightening Arresters.lOD132626/2025-2026:STANDARD MAKE G I PIPE IN PIPE LECTRODE Spec : 3 mtr Length x 50 mm dia / 2 mm thick / 100 micron Electrode Thickness : 2 mm / Inner Pipe Galvanized - 100 Micron ISI, Outer Pipe Galvanised 100 Micron, 32 x 10 mm thick (320mm Cross Section) (ISO 9001-2008 Certified Company), CPRI Approved, Maintance free Earthing. Standard make- High onductive Concrete ( High Conductive & Anti Corrosive Compound ) Application : Superior Choice & Reliable Performance for all Soil / Sandy / Rocky / Filled sand location ULTRA - 22 Kg - 1 Bag and 10 Kg 1 Bag Per Electrode installed, Rohs, NABLOD132622/2025-2026:Installation:digging of earth pit, Earth termination fixing & backfilling in Normal Soil conditionsJOD132623/2025-2026:LSG Thunder Guard 60 Lightning Arrester with SS Adaptoro
OD132625/2025-2026:Maintenance free Earthing For Lightning Arrester: Using 2 Nos. of 2 meter long /250 micron, 14.2mm dia DOLPHIN UL listed copper bonded steel rod & TEKSO ELECTRON FILL, a low resistivity, ROHS Certified & Maintenance free grounding enhancement backfill compound model:- TEKSO ELECTRON FILL (8kg. Bag 4Nos.) with tester clamp fixings.setK
OD132627/2025-2026:Specially designed 3 meter GI mast setting, and 1 meter FRP top section insulation mast, Roof top /Tower side mounting arrangement and fixing accessories (anchoring rope & anchoring plate, base-for roof top installation ) The mast coated with paint for additional protection, cable connector adapter.A
OD132628/2025-2026:50 sq.mm V Guard HRFR insulated copper cable -supply, laying, connecting the LSG60 electrode to the earth electrode, inter connecting all earth electrodes, digging of suitable trench in all type of soil for laying the cable, termination using suitable cable lugs and non corrossive B&N etc completeÌOD132621/2025-2026:Installation of ESE lightning protection system, tester system, SPDs with down conductor routing from the LA terminal to the earth pit. earth termination, fixing & backfilling|
OD132624/2025-2026:Towards the charges for supply & fitting 70watts LED street light of standard make, good quality in water treatement plant at Peruvalathuparamba compound any new GI Pipe, wiring materials, switches, boxes Etc. including all labour charges, material charges such as 70 watts LED light, pipe, mcb, switch, sintex, box, clamb and conveyance charge etc.

rges 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.h
100.37.11.2:Fabricating M.S. flanges of diameter 400mm using 12mm 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: For pipes fabricated with 8mm thick M.S. plates.Û100.37.11.3:Cutting 400mm (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.ý100.37.11.4:Welding 400mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.Ê100.37.11.5:Grinding cut and weld edges of 400mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.™100.35.7:Testing 400mm DI/CI pipeline with potable water to the required test pressure. 400 mm dia Observed Data derived from item no.1026 of PHED DATAì100.31.2.7: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): 300mm diameter, Class II.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.¤100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.1App:E- Gravity Main- Cost of Pipes & SpecialsF100.98.121:Supply of DI K9 Pipe Conforming to IS 8329/2000, 400mm Dia.g100.98.436:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 80mm.|100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.™OD132615/2025-2026:Supply of CI/DI GEAR MOUNTED Double Flanged Sluice Valve conforming to IS 14846-2000, sluice valve with hand wheel PN 1.6, Size 300mm.7App:G- Gravity Main- Road Restoration of LSGD- BT RoadsÁ
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.T5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)o
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)&App:H- Providing Lightening Arresters.lOD132626/2025-2026:STANDARD MAKE G I PIPE IN PIPE LECTRODE Spec : 3 mtr Length x 50 mm dia / 2 mm thick / 100 micron Electrode Thickness : 2 mm / Inner Pipe Galvanized - 100 Micron ISI, Outer Pipe Galvanised 100 Micron, 32 x 10 mm thick (320mm Cross Section) (ISO 9001-2008 Certified Company), CPRI Approved, Maintance free Earthing. Standard make- High onductive Concrete ( High Conductive & Anti Corrosive Compound ) Application : Superior Choice & Reliable Performance for all Soil / Sandy / Rocky / Filled sand location ULTRA - 22 Kg - 1 Bag and 10 Kg 1 Bag Per Electrode installed, Rohs, NABLOD132622/2025-2026:Installation:digging of earth pit, Earth termination fixing & backfilling in Normal Soil conditionsJOD132623/2025-2026:LSG Thunder Guard 60 Lightning Arrester with SS Adaptoro
OD132625/2025-2026:Maintenance free Earthing For Lightning Arrester: Using 2 Nos. of 2 meter long /250 micron, 14.2mm dia DOLPHIN UL listed copper bonded steel rod & TEKSO ELECTRON FILL, a low resistivity, ROHS Certified & Maintenance free grounding enhancement backfill compound model:- TEKSO ELECTRON FILL (8kg. Bag 4Nos.) with tester clamp fixings.setK
OD132627/2025-2026:Specially designed 3 meter GI mast setting, and 1 meter FRP top section insulation mast, Roof top /Tower side mounting arrangement and fixing accessories (anchoring rope & anchoring plate, base-for roof top installation ) The mast coated with paint for additional protection, cable connector adapter.A
OD132628/2025-2026:50 sq.mm V Guard HRFR insulated copper cable -supply, laying, connecting the LSG60 electrode to the earth electrode, inter connecting all earth electrodes, digging of suitable trench in all type of soil for laying the cable, termination using suitable cable lugs and non corrossive B&N etc completeÌOD132621/2025-2026:Installation of ESE lightning protection system, tester system, SPDs with down conductor routing from the LA terminal to the earth pit. earth termination, fixing & backfilling|
OD132624/2025-2026:Towards the charges for supply & fitting 70watts LED street light of standard make, good quality in water treatement plant at Peruvalathuparamba compound any new GI Pipe, wiring materials, switches, boxes Etc. including all labour charges, material charges such as 70 watts LED light, pipe, mcb, switch, sintex, box, clamb and conveyance charge etc.

:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.Ç
100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. ¶18.73.9:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :500 mm dia Ductile Iron Double Flanged¶18.73.7:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :400 mm dia Ductile Iron Double Flanged¶18.73.6:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :350 mm dia Ductile Iron Double Flanged‚18.30.11:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:500 mm diameter pipe18.30.9:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:400 mm diameter pipe18.30.8:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:350 mm diameter pipeí100.31.2.11: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 II.ì100.31.2.9: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): 400mm diameter, Class II.ì100.31.2.8: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): 350mm diameter, Class II.™OD132617/2025-2026:Supply of CI/DI GEAR MOUNTED Double Flanged Sluice Valve conforming to IS 14846-2000, sluice valve with hand wheel PN 1.6, Size 500mm.™OD132618/2025-2026:Supply of CI/DI GEAR MOUNTED Double Flanged Sluice Valve conforming to IS 14846-2000, sluice valve with hand wheel PN 1.6, Size 400mm.™OD132619/2025-2026:Supply of CI/DI GEAR MOUNTED Double Flanged Sluice Valve conforming to IS 14846-2000, sluice valve with hand wheel PN 1.6, Size 350mm.|18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm diaquintal*
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources))
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 size derived from natural sources) OD132616/2025-2026:Supply and erction of Flow Meter for suitable for 350mm diadistribution line at plant site with the following specifications ;supplying 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 display unit .The flow meter should have the housing( flow sensor ) to be made of SS 304/carbon steel with anticorrosive protection and inside liner to be made of Hard rubber /ne0 prone all conforming to drinking water standards .The flow meter should be coupled with HART for data acquisition and transfer trough GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions- 350mm diaOD132620/2025-2026:Supply and erction of Flow Meter for suitable for 500mm diadistribution line at plant site with the following specifications ;supplying 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 display unit .The flow meter should have the housing( flow sensor ) to be made of SS 304/carbon steel with anticorrosive protection and inside liner to be made of Hard rubber /ne0 prone all conforming to drinking water standards .The flow meter should be coupled with HART for data acquisition and transfer trough GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions- 500mm dia "App:D- Gravity Main- Labour Chargeá
100.2.7:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited. à
100.1.13:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited. 2100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.¢OD132634/2025-2026:Dismantling manually/by mechanical means and disposal of materials within 50meters lead asper direction of Engineer in charge - Bituminous road1 sqm¤100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.­100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.­100.41.40:Supply, stacking, spreading and consolidating of Red earth in the trench of pipe line for cushion including carriage, loading, unloading & stacking up to any lead.º100.14.7:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 400mm diameter Ductile Iron Class K-9 Pipes.UOD132635/2025-2026:Labour for cutting DI pipe with steel saw 400 mm diameter DI pipe.Each Cutµ18.70.7:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:400 mm dia pipesjointB
100.37.11.1:In situ fabrication of M.S. pipes of size 400mm (I.D.) using 8mm thick M.S. plate including cost and conveyance cha

rges 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.h
100.37.11.2:Fabricating M.S. flanges of diameter 400mm using 12mm 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: For pipes fabricated with 8mm thick M.S. plates.Û100.37.11.3:Cutting 400mm (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.ý100.37.11.4:Welding 400mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.Ê100.37.11.5:Grinding cut and weld edges of 400mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.™100.35.7:Testing 400mm DI/CI pipeline with potable water to the required test pressure. 400 mm dia Observed Data derived from item no.1026 of PHED DATAì100.31.2.7: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): 300mm diameter, Class II.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.¤100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.1App:E- Gravity Main- Cost of Pipes & SpecialsF100.98.121:Supply of DI K9 Pipe Conforming to IS 8329/2000, 400mm Dia.g100.98.436:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 80mm.|100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.™OD132615/2025-2026:Supply of CI/DI GEAR MOUNTED Double Flanged Sluice Valve conforming to IS 14846-2000, sluice valve with hand wheel PN 1.6, Size 300mm.7App:G- Gravity Main- Road Restoration of LSGD- BT RoadsÁ
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.T5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)o
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)&App:H- Providing Lightening Arresters.lOD132626/2025-2026:STANDARD MAKE G I PIPE IN PIPE LECTRODE Spec : 3 mtr Length x 50 mm dia / 2 mm thick / 100 micron Electrode Thickness : 2 mm / Inner Pipe Galvanized - 100 Micron ISI, Outer Pipe Galvanised 100 Micron, 32 x 10 mm thick (320mm Cross Section) (ISO 9001-2008 Certified Company), CPRI Approved, Maintance free Earthing. Standard make- High onductive Concrete ( High Conductive & Anti Corrosive Compound ) Application : Superior Choice & Reliable Performance for all Soil / Sandy / Rocky / Filled sand location ULTRA - 22 Kg - 1 Bag and 10 Kg 1 Bag Per Electrode installed, Rohs, NABLOD132622/2025-2026:Installation:digging of earth pit, Earth termination fixing & backfilling in Normal Soil conditionsJOD132623/2025-2026:LSG Thunder Guard 60 Lightning Arrester with SS Adaptoro
OD132625/2025-2026:Maintenance free Earthing For Lightning Arrester: Using 2 Nos. of 2 meter long /250 micron, 14.2mm dia DOLPHIN UL listed copper bonded steel rod & TEKSO ELECTRON FILL, a low resistivity, ROHS Certified & Maintenance free grounding enhancement backfill compound model:- TEKSO ELECTRON FILL (8kg. Bag 4Nos.) with tester clamp fixings.setK
OD132627/2025-2026:Specially designed 3 meter GI mast setting, and 1 meter FRP top section insulation mast, Roof top /Tower side mounting arrangement and fixing accessories (anchoring rope & anchoring plate, base-for roof top installation ) The mast coated with paint for additional protection, cable connector adapter.A
OD132628/2025-2026:50 sq.mm V Guard HRFR insulated copper cable -supply, laying, connecting the LSG60 electrode to the earth electrode, inter connecting all earth electrodes, digging of suitable trench in all type of soil for laying the cable, termination using suitable cable lugs and non corrossive B&N etc completeÌOD132621/2025-2026:Installation of ESE lightning protection system, tester system, SPDs with down conductor routing from the LA terminal to the earth pit. earth termination, fixing & backfilling|
OD132624/2025-2026:Towards the charges for supply & fitting 70watts LED street light of standard make, good quality in water treatement plant at Peruvalathuparamba compound any new GI Pipe, wiring materials, switches, boxes Etc. including all labour charges, material charges such as 70 watts LED light, pipe, mcb, switch, sintex, box, clamb and conveyance charge etc.