Tender For Amrut-Sewerage System To Kozhikode Corporation - Zone B Phase 1-Package 1--Amrut 2.0 - Design, Construction, Commissioning, Operation And Maintenance Of 27 Mld Capacity Sewage Treatment Pant With Co-Treatment At Sarovaram & Network In Kozhikod, Kozhikode-Kerala

TDR : 48605119

Tender Notice
Corrigendum Details
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Kozhikode , Kerala

Tender Brief : Corrigendum : Tender For Amrut-Sewerage System To Kozhikode Corporation - Zone B Phase 1-Package 1--Amrut 2.0 - Design, Construction, Commissioning, Operation And Maintenance Of 27 Mld Capacity Sewage Treatment Pant With Co-Treatment At Sarovaram & Network In Kozhikod

Document Fees
₹ 16540 /-

EMD
₹ 500000.0 /-

Tender Value
₹ 122.56 Crore /-

Submission Date
30-04-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	24-04-2025	CORRIGENDUM 2	Other	30-04-2025
2	16-04-2025	CORRIGENDUM 1	Technical Bid	30-04-2025

Work Name:AMRUT-SEWERAGE SYSTEM TO KOZHIKODE CORPORATION - ZONE B PHASE 1-Package 1--AMRUT 2.0 - Design, Construction, Commissioning, Operation and Maintenance of 27 MLD capacity Sewage Treatment Pant with Co-treatment at Sarovaram & Network in Kozhikode Corporation.-General Civil Work

Sl. No.	Item Description
1	Appendix -1 -Design, Construction, Testing and Commissioning of STP with designed flow of 27 MLD at Sarovaram in Kozhikode Corporation.
2	OD160781/2024-2025:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared, felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials ,filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m to make the site suitable for constructing 27MLD STP. The cut trees, removed grass, boulders etc. shall be stacked at a suitable place and shall be disposed as per specifications and as per the direction of departmental officers.
3	OD160871/2024-2025:Design Construction, Testing and Commissioning of Pre-treatment unitsof STP (Receiving Chamber, Screen Channel with manual coarse screen, mechanical coarse screen, manual fine screen, mechanical fine screen, Grit Chamber, Parshall flume etc.) with all necessary arrangements for the intended purpose compatible with the peak designed flow with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe 500 grade or better including diluted septage with suitable foundation after conducting soil test ( all walls and slab junctions are to be provided with vertical and horizontal haunches) with required retention time and all other physical parameters as per PCB and NGT standards, complete including necessary piping arrangements, valves, specials and all necessary accessories for the satisfactory completion of work including steel ladders, walkway, hand rails etc. and all finishing works like plastering, painting, lettering etc. complete as per specifications in Vol-II of NIT and as per the direction of departmental officers.
4	OD167739/2024-2025:Design, Construction, Testing and Commissioning of Co-treatment units (Septage Receiving Chamber, Dilution tank with suitable cover slab and with suitable arrangements for mixing and homogenization, Arrangement for recycling treated water for dilution of septage with pre-determined dilution ratio,with suitable foundation after conducting soil test, with required retention time to normalize parameters like BOD, COD, TSS etc. as per PCB and NGT standards . with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe 500 grade or better), septage vehicle travelling yard and discharge arrangements to receiving chamber, complete including necessary piping arrangements, valves, specials and all necessary accessories for the satisfactory completion of work, corrosion resistant steel ladders, walkway and hand rails and all finishing works like plastering, painting, lettering etc. complete as per specification in Vol-II of NIT and as per the direction of departmental officers.
5	OD160881/2024-2025:) Design, Construction, Testing and Commissioning of equalization tank with top cover slab with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel barsFe 500 grade or better, suitable number of manholes with CI manhole covers, corrosion resistant steel ladders,with suitable deep foundation after conducting soil test, with required retention time to normalize parameters like BOD, COD, TSS and volume of inflow etc. with aeration/ agitation arrangements to avoid anaerobic condition and odour, complete including necessary piping arrangements, valves, specials and all finishing works like plastering, painting, lettering etc and all accessories for the satisfactory completion of work as per specifications in Vol-II of NIT and as per the direction of departmental officers.
6	OD160890/2024-2025:Design, Construction, Testing, and Commissioning of Sequential Batch Reactor-(SBR) tank, with anoxic zone, distribution chamber for SBR, Blower room for SBR with all necessary arrangements for the intended purpose of STP compatible with the designed flow of 27 MLD including diluted septage with suitable deep foundation after conducting soil test, with required retention time as described in Vol-II of NIT to reduce parameters like BOD, COD, TSS etc. As per PCB and NGT standards.The SBR tank shall be made up with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe 500 grade or better and all walls and slab junctions are to be provided with vertical and horizontal haunches, with all finishing works like painting, lettering etc. with necessary Piping, specials fitting pipe and valve arrangements to flow liquid with in the SBR tank, pipelines to supply air and protection arrangements, fitting of agitator in SBR, and all other accessories for the satisfactory completion of work including ladders, walkway, hand rails etc. as per specifications in Vol-II of NIT and as per the direction of departmental officers.
7	OD160915/2024-2025:Design, Construction, Testing and Commissioning of Filter Feed tank, Chlorine Contact Tank, Chlorination building with required volume to supply required quantity of Chlorine to treated water through chlorinator in Chlorine Contact Tank, All items with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe500 grade or better and all walls and slab junctions are to be provided with vertical and horizontal haunches for STP compatible with the designed flow of 27MLD including diluted septage with suitable deep foundation after conducting soil test. The Chorine Contact Tank should have enough volume to get required Chlorine contact time for disinfection, fitting Chlorinator, pipe line works, valves, specials with all finishing works like painting lettering, ladders, walkway, hand rails etc. complete including all kinds of safety measures and all accessories for the satisfactory completion of work as per specification and as per the direction of departmental officers.
8	OD166390/2024-2025:) Design, Construction, Testing and Commissioning of Treated Water Tank with suitable storage capacity to provide required treated water for diluting septage and re-use of water etc., Effluent disposal channel to Canoly canal and storm water drains system, vending point for effluent water reuse with necessary arrangements. with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe 500 grade or better and all walls and slab junctions are to be provided with vertical and horizontal haunches for STP compatible with the designed flow of 27 MLD including diluted septage with suitable deep foundation after conducting soil test, ladders, walkway, hand rails etc. including all finishing works like painting, lettering, fitting pipelines, complete including necessary piping arrangements, valves, specials and all accessories for the satisfactory completion of work etc. as per specifications in Vol-II of NIT and as per the direction of departmental officers.
9	OD160922/2024-2025:Design, Construction, Testing and Commissioning of Sludge sump, Sludge Thickener, Thickened Sludge sump with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe 500 grade or better and all walls and slab junctions are to be provided with vertical and horizontal haunches, Sludge Drying bed, for STP compatible with the designed flow of 27 MLD including diluted septage with suitable deep foundation after conducting soil test, with required retention time to separate water from sludge using sludge thickening mechanism, necessary pipelines,valves and specials , ladders, walkway, hand rails and all accessories for the satisfactory completion of work etc., with all finishing works like painting, lettering etc. complete as per specifications in Vol-II of NIT and as per the direction of departmental officers.
10	OD160932/2024-2025:Design Construction,Testing and Commissioning of Centrifuge building ,sludge storage shed, Centrate sump with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe500 grade or better and all walls and slab junctions are to be provided with vertical and horizontal haunches for STP compatible with the designed flow of 27 MLD including diluted septage with suitable deep foundation after conducting soil test, with required storing capacity to maintain sufficient suction head for pump, ladders, walkway, hand rails etc. including all finishing works like painting, lettering, fitting pipelines, valves, specialsand all accessories for the satisfactory completion of work etc. as per specifications in Vol-II of NIT and as per the direction of departmental officers.
11	OD160935/2024-2025:Design, Construction, Testing and Commissioning of Administrative building with office rooms, SCADA control room, Chemical House capable of storing chemicals by providing all kinds of safety measures, ventilation etc., transformer room to accommodate 500 kVA indoor transformer and associate panel boards as per the standards of Electrical Inspectorate, , Security Cabin, laboratory room including one operator rest room and toilet, required lab equipments, computers and furniture for STP with suitable deep foundation after conducting soil test, with brick walls, RCC lintels, projections, walkways, roof slabs etc wherever required with RCC M25 mix, TMT steel bars with all finishing works like painting, lettering etc. complete and all accessories for the satisfactory completion of work as per specifications in Vol-II of NIT and as per the direction of departmental officers.
12	OD160940/2024-2025:Design, Construction,Testing and Commissioning of RCC platforms with RCC sulphate resistant cement M25 or better grade with water leak proofing coating, corrosion resistant TMT steel bars Fe 500 grade or better for Mechanical items like pump sets, air blowers, generator, screw press, PSF, ACF etc. wherever necessary with all works with required quantity, formation of all internal service roads with paving interlocked tile, re-use of treated water, landscaping, eco-friendly exterior wall garden, compound wall with gate, green belt formation, ladders, hand rails etc. complete and all accessories for the satisfactory completion of work as per specification and as per the direction of departmental officers.
13	OD160944/2024-2025:Design, Supply, Erection, Testing and Commissioning of Mechanical items like pump sets with motors to pump sewage and water from appropriate locations as per specification and hydraulic design, with pulleys, pressure gauge, pressure relief valve, suction silencer with suitable flanges, screw pumps to pump sludge from sludge thickener to centrifuge, SS bar screens (coarse and fine) for STP and Co-treatment unit, mechanical arrangements to clean screens, mechanical grit removing mechanisms and arrangements, mixing arrangements in dilution tank, mixing arrangements in Septage receiving units, mixing arrangement in anoxic tank, chemical mixing arrangements, required agitators, submersible mixersat appropriate locations, chemical dozing system, poly electrolyte dozing system,bypass arrangements, fire fighting arrangements, steel ladders, sluice valves/butterfly valves compatible for SCADA wherever necessary, gas chlorinator system, twin lobe air blowers for SBR , Bubble diffuser for SBR , air grid pipes, SS gates at appropriate locations, Sludge Thickener scrapper mechanisms, Electronic dosing pumps with all accessories, high pressure jet pumps, supply of Aluminium /FRP ladders, solid bowl decanting centrifuge ,mono rail crane with hoist, Decanting equipments for SBR ,Pressure sand filters with minimum wall thickness 10mm with appropriate diameter and appropriate numbers and rate of filtration as per specification , Activated carbon filters of appropriate numbers with minimum wall thickness 12mm with appropriate diameter and rate of filtration as per specification,centrifuge system , air supply pipes from blower to appropriate tanks, butter fly valves for air flow control, NRVs, Knife gate valves at appropriate locations, odor control system, DI K(9) and PVC 10kg/cm2 pipes for interconnections, MS pipes, MS chequered plates , Construction of sheds for (pumps, panel boards, motors) Construction of steel bridge across Canoli canal for the conveyance of DI pipe using steel angles and channels, etc., with required quantity and all accessories for the satisfactory completion of work complete as per specifications in Vol.II of NIT and as per the direction of departmental officers.
14	OD160950/2024-2025:Design, Supply, Erection,Testing and Commissioning of Electrical items like HT Cables, LT cables for connecting all equipments to power source and control units, HT and LT End Terminations, glanding, CT-PT unit and TOD meter,500kVA Transformers (indoor type), 500VA Diesel Generator set, various panel boards, electrical panels-Powder coated MCC panel shall be non-compartmentalized, free standing floor mounted, dust and vermin proof, switch gear, suitable OLR, SSBs, MSBs, Circuit Breakers(MCCB,MCB,RCCB,VCB),Isolators, Light Distribution boards, Lighting including lighting fixtures, switch boards, plug sockets, Tube lights, Neon Bulbs, Fans, pipe earthing and plate earthing (as per IS 3043), charges for document preparation, approval from Electrical Inspectorate and KSEB including consultancy charges if any, external lighting, wiring and lighting accessories, Auto mains failure units, Power distribution boards, ON-OFF push buttons to motors and emergency OFF button near motors, Lightning arrestors, Cable Trays,level switches, CCTV with data recording system at septage unloading area, Solar Panels with all accessories, central control system with flow recorder etc. with required quantity and capacity complete and contractor provisions as per the guide lines of electrical authority and all accessories for the satisfactory completion of work as per specification and as per the direction of departmental officers.
15	OD194673/2024-2025:Operation and Maintenance Charge of STP,Co-treatment units & Lifting/Pumping stations for 5 years including payment to operating and maintanance staff, cost of Chemicals, Fuel for Generator set, Spares of equipment, including any other unforeseen expenses etc. but excluding power charges, As per the direction of dept officers.
16	OD160956/2024-2025:Design, Supply, Erection,Testing and commissioning of complete automation of the plant and lifting/pumping stations with necessary sensors, flow meters, transmitters ,gauges, analyzers, actuators, piping specials, cables,IOT, PCs and SCADA (Supervisory control and data acquisition) arrangements, including necessary programming software for PLC & SCADA for Complete automation of controlling and monitoringof 27 MLD STP, including effluent monitoring system. With all accessories required for the satisfactory completion of work as per specifications in Vol-II of NIT and as per the direction of departmental officers.
17	Appendix -2(B)ZONE B1A (NETWORK) - LAYING SEWER NETWORK-Working charges
18	100.59.1: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.
19	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
20	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
21	100.1.1: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.
22	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.
23	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.
24	100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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 Ordinary Rock.
25	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
26	OD135870/2024-2025:Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherever necessary with all
27	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.
28	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.
29	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
30	100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
31	100.7.3:Bailing out water with engine and pump set above 10HP up to 20HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
32	100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes.
33	OD156074/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 200mm Nominal Outside Diameter Pipes.
34	OD156098/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 250mm Nominal Outside Diameter Pipes.
35	OD156181/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 315mm Nominal Outside Diameter Pipes.
36	4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
37	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
38	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
39	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
40	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
41	5.22.6: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 more
42	7.6.1:Coursed rubble masonry (first sort) with hard stone in foundation and plinth with:Cement mortar 1:6 (1 cement : 6 coarse sand)
43	OD135932/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.45m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, , plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
44	OD135943/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for levelling course below foundation including earth work excavation in all classes of soil,, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
45	OD135916/2024-2025: Constructing inspection chambers of size 0.60x0.60m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
46	OD135908/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.75m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
47	OD135912/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.90m deep with RCC M20 using20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab,Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundationincluding earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick withneat cement flush coat, providing necessary slope in the benching towards main sewer, providingprovision for connecting main sewer and service connections, conveying, lifting, placing the cover slab inposition by suitable means, conveying and disposing the surplus earth with all lead and lift as perdrawings and specifications , including the cost of reinforcement , testing the chamber and sulphateresistant cement shall be used for the the construction of inspection chamber
48	OD135958/2024-2025:Micro tunneling in all classes of soil incuding laying MS pipe ( 1.2m dia ,10 mm thickness) by using Universal Navigation System (UNS) aided micro tunneling machine with all accessories such as slurry pump, feed pump, flow meter,seperation Data for 10 m length unit
49	OD135983/2024-2025:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):100 mm dia
50	18.31.5.2:Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc.(the tail pieces if required will be paid separately):250 mm diameterClass II
51	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.
52	100.98.1008:Engaging Coolie.
53	OD158485/2024-2025: Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 200 mm HDPE pipes
54	OD158541/2024-2025: Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 250 mm HDPE pipes
55	OD158548/2024-2025:Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 315mm HDPE pipes
56	100.31.2.6: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): 250mm diameter, Class II.
57	Appendix -2(A)ZONE B1A (NETWORK) - LAYING SEWER NETWORK-Cost of Materials
58	100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.
59	OD156017/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 200mm Outer Dia.
60	OD156024/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg, 250mm Outer Dia.
61	OD156031/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,315mm Outer Dia.
62	OD156043/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,400mm Outer Dia.
63	OD156051/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,450mm Outer Dia.
64	OD135812/2024-2025:For PVC/HDPESpecials 3% cost of pipes
65	100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.
66	Appendix : 2 (C) -ZONE B1A (LAYING PE PIPES VIA HDD METHOD ABOVE 3 M DEPTH
67	OD162333/2024-2025:Installation of PE pipe between 110mm & 225mm outer dia by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment,preparing new pipe work material making of entry pit and exit pit up to required depth installing new pipe work and commissioning system or making the system or making the system ready for commissioning by HDD operating including all related civil and mechanical works like excavation shoring/strutting etc drilling stringing reaming and pulling back the new pipe work on the designed borne path alignment proper disposal of drilling fluid and back fill of site after completion all inclusive as per Condition HDPE pipes also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected.work to be conducted using 500MHZ and 300MHZ antenna or latest forthe best possible resolution and penetration
68	OD162332/2024-2025:Installation of PE -250mm-315mm mm dia PE pipe by horizontal directional drilling method<br>in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up<br>the plat and equipment, installing new pipe work, testing and commissioning including cost of pipe (6 m line pipe with<br>butt joint all related civil /mechanical works like entry /exits pit as necessary. De watering ,drilling stringing, reaming,<br>pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of<br>pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling og pit and holes by approved borrow<br>material as per specification approved method statement or as directed by engineer in charge.<br><br>also using<br>Ground penetrating radar survey in corridor<br>with to detect buried utilities on the map of<br>corridor with<br>information of locations and<br>depths to the top of various utilities detected<br>.work to be conducted using<br>500MHZ and<br>300MHZ antenna or latest for the best possible<br>resolution and penetration including hydrolic<br>testing
69	OD162331/2024-2025:Installation of PE -355mm-500mm mm dia PE pipe by horizontal directional drilling method in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up the plant and equipment, installing new pipe work, testing and commissioning excluding cost of pipe (6 m line pipe with butt joint all related civil /mechanical works like entry /exits pit as necessary. Dewatering, drilling stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling pit and holes by approved borrow material as per specification approved method statement or as directed by engineer in charge. Also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHZ and 300MHZ antenna or latest for the best possible resolution and penetration including hydraulic testing
70	Appendix- 3- Zone- B1A -Construction of Pumping station
71	OD137176/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth upto 1.5m
72	OD137166/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 1.5m to 3.0m
73	OD137165/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 3.0m to 4.5m
74	OD137164/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 4.5m to 6.0m
75	OD137163/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 6.0m to 7.5m
76	OD137162/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 7.5 m to 9.0m
77	OD167277/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 9.00m to 10.50m
78	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
79	4.1.4: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)
80	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
81	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
82	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
83	5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
84	OD137210/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork, curing etc complete.as per the specifications and drawings with alllead and lift as per the direction of departmental officers in charge.
85	5.37.2:Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer - in -charge. Note:- Cement content considered in this item is @330kg/cum. Excess /less cement used as per design mix is payable/recoverable separately.All work above plinth level upto floor V level
86	5.22.6: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 more
87	OD137232/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
88	Appendix -4(A)- ZONE B1A -Pumping main - Cost of Materials.
89	100.98.119:Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia.
90	Appendix -4(B)- ZONE B1A -Pumping main - Working charges
91	100.1.1: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.
92	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.
93	100.1.9: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 Requiring Blasting.
94	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.
95	100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes.
96	18.70.5: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:300 mm dia pipe
97	OD137557/2024-2025: Labour for cutting D.I. pipe with steel saw. 300 mm diameter D.I. pipe
98	100.35.5:Testing 300mm DI/CI pipeline with potable water to the required test pressure.300 mm diaObserved Data derived from item no.1023 of PHED DATA
99	18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
100	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
101	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)
102	5.22.6: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 more
103	Appendix -5- ZONE B1A - Construction of screen chamber and valve chamber
104	OD162185/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00 m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 1.50m below ground level
105	OD162037/2024-2025: Sinking section for screen chamber of internal dimension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 3.00m beyond initial 1.50m depth.
106	OD162036/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 4.50m beyond initial 3.00m depth.
107	OD162035/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 6.00m beyond initial 4.50m depth.
108	OD162034/2024-2025: Sinking section for screen chamber of internal dimmension of 5,00m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 7.5m beyond initial 6.00m depth.
109	OD162033/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x 2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 9.00m beyond initial 7.50m depth.
110	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
111	4.1.4: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)
112	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
113	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
114	OD137742/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork, curing etc complete.as per the specifications and drawings with alllead and lift as per the direction of departmental officers in charge.
115	5.22.6: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 more
116	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
117	13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
118	13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
119	OD137741/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
120	Appendix- 6 -ZONE B1A - Construction of valve chamber
121	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
122	2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
123	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
124	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
125	5.22.6: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 more
126	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
127	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
128	13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
129	OD137908/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
130	Appendix - 7 -ZONE B1A -CONSTRUCTION OF MANHOLES
131	OD138088/2024-2025: Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy duty CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 1.5m ( internal dia-1200mm)
132	OD138203/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 2.5m ( internal diameter 1200m)
133	OD138376/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 3.5m ( internal diameter - 1500mm )
134	OD138375/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 4.5m ( internal diameter-1500mm)
135	OD138374/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 5.50m (internal diameter-1500mm)
136	OD138373/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 6.50m (internal diameter-1500mm)
137	OD138372/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 7.50m (internal diameter-1500mm)
138	Appendix -8(A)-ZONE B1A - LIFTING STATIONS AND ALLIED WORK-Cost of Materials
139	100.98.115:Supply of DI K9 Pipe Conforming to IS 8329/2000, 100mm Dia.
140	100.98.116:Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia.
141	OD163096/2024-2025:Pump set - Supply, Installation, Commissioning, testing and trial run of SUBMERSIBLE SLURRY HANDLING Type Pump Set
142	OD163265/2024-2025:Automatic Control system
143	OD163577/2024-2025:Supply and erection of Indoor Type Generator (2 Numbers-Suitable Capacity-1KVA to 5 KVA)
144	100.98.482:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm.
145	100.98.429:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 100mm.
146	100.98.484:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 150mm.
147	100.98.431:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 150mm.
148	Appendix -8(B)-ZONE B1A - LIFTING STATIONS AND ALLIED WORK-Working Charges
149	OD162824/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth upto 1.5m
150	OD162831/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 1.5m to 3.0m
151	OD162834/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 3.00m to 4.50m
152	OD162841/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 4.50m to 6.00m
153	OD162849/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 6.0m to 7.50m
154	OD162879/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto7.50m to 9.0m
155	OD162885/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 9.0m to 10.50m
156	OD162956/2024-2025: Sinking wellsup to 2.50 m dia.inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth upto 1.5m
157	OD163014/2024-2025: Sinking wells up to 2.50 m dia. inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.first depth upto 1.5m to 3.00 m
158	OD163029/2024-2025: Sinking wells up to 2.50 m dia. inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.first depth upto3.00m to4.50 m
159	OD163044/2024-2025: Sinking wells up to 2.50 m dia. inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.first depth upto 4.50 m to 6.00m
160	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
161	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
162	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
163	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
164	OD163072/2024-2025: Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork, curing etc complete.as per the specifications and drawings with alllead and lift as per the direction of departmental officers in charge.
165	5.22.6: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 more
166	50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
167	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
168	13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
169	13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
170	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
171	10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
172	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.
173	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.
174	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.
175	100.14.1:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 100mm diameter Ductile Iron Class K-9 Pipes.
176	100.14.2:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 150mm diameter Ductile Iron Class K-9 Pipes.
177	18.70.1: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:100 mm dia pipes
178	18.70.2: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:150 mm dia pipes
179	OD138517/2024-2025: Labour for cutting DI pipe with steel saw.100 mm diameter DI. pipe
180	OD138524/2024-2025: Labour for cutting DIpipe with steel saw.150 mm diameter DI pipe
181	100.35.1:Testing 100mm DI/CI pipeline with potable water to the required test pressure100 mm dia
182	100.35.2: Testing 150mm DI/CI pipeline with potable water to the required test pressure150 mm diaObserved Data derived from item no.1018 of PHED DATA
183	18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
184	Appendix-9-ZONE B1A - KWA connection charge
185	OD157596/2024-2025: Sewer connection charge ( Domestic).
186	OD157654/2024-2025:Sewer connection charge ( Non-Domestic).
187	OD157760/2024-2025: Additional length for Sewer connection for Non Domastic
188	OD157710/2024-2025:Additional length for Sewer connection for Domastic
189	Appendix-10-ZONE B1A - Mechanical, Electrical - Pumpsets, grit chamber screen, generator, transformer & allied works complete
190	OD138694/2024-2025:Supply, delivery and erection of non-clog sewage submersible pump sets with stainless steel impeller to pass soft solids upto 50mm size per separate special specification. including cost of required submersible cable to suit the site condition ,starter with control board, Submersible cables required as per site conditions should be supplied with two capacitance type level guards for operating automatically autocoupler SS chain ,guide rail etc for the following duty condition. MSB(Separate pannels for H&C PS 1,Asramom and H&C PS 2 pump houses)<br>Fabrication supply,conveyance,installation testing and commissioning of floor/wall mounting dust and vermin proof cubicle type MV panel board confirming of the fallowing components/devicess and complying to IS 8623<br>Fabrication of fully partitioned ,dust and vermin proof enclosure for panel assemby as per form 4 of IS 8623 using 2mm CRCA sheet as per approved design and requirement, with front and rear accessembly ,bus bar chembers,hinged doors for all switch gear components ,earthing the door using 4sq.mm braided copper conductor, providing necessary cut-outs for mounting meters,relays,indication lamps,bus bar inter connections etc,detachable covers for busbar chember and cable alley,power coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication.Angles/flats/slotted angles etc shall not be used forthe fabrication of panel assembly. The panel shaii be provided with base frame from ISMS 75.Necessary barriers and shrouding with 2mm/3mm SMC Sheets shall be provided.Heavy duty neoprene beeding of apropriate sizes shall be used to make the panel dust and vermin proof. The control board should have necessary tripping devices and indicating devices for safety of motor and pumpsets with necessary isolator near the wet well site - lpd and head in m as follow as per actual site condition.>Outgoing<br>(i)H&C PS2: 150A TP MCCB to control the submersible pump set-5Nos, <br>(b). 150 A TP MCCB to control the capacitor bank - 1 no(c)Providing suitable rating capacitor bank with APFC Panel-1No.(d)150A 25Ka TP MCCB spare -1No.<br> (ii)ASRAMOM: a,150A 16KA TP MCCB to control submersible pump sets at Asramom-5Nos,b,150A 16 KA TPMCCB to control the capacitor bank-1No c, Providing suitable rating capacitor bank with APFC Panel (d) (iii)IH&C PS1(a)150A 25 KA TPMCCB -2 Nos,(b) 150A 25KA TPMCCB-2Nos,(c)150A 25 KA TPMCCB-2Nos (d) Providing suitable ratings(3Nos 40Kvar) capacitor bank with APFC Panel-1No.<br>N.B (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary .Interlocking should be provided for standby pump sets.<br>(b) <br>Cabling <br> Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules including cost of flat submersible cable connecting main panel board and submersible pump sets thro starter control board and isolator 3 ½ core 95 sq mm armourd aluminum conductor cable length as per site condition.connection from suction up to header line.(three year additional replacement warranty additional to 2 years = total 5 year -Including replacement of parts or pump,motors,panel board fully.) Including cost of MS fabricated expander and necessary MS fabricated specials.
191	OD138702/2024-2025: Supply, delivery and erection of Multistage force Pump 600LPM X 30M head suitable for cleaning the screen chamber,Pumpset during servicing with 16 m of 20 mm dia hose required for operating the pump .
192	100.98.486:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 250mm.
193	100.98.487:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 300mm.
194	100.31.1.6: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): 250mm diameter, Class I.
195	100.31.1.7: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 I.
196	OD138730/2024-2025:Supply and delivery of breathing apparatus with Oxygen cylinder mask etc complete
197	OD138724/2024-2025:Supply and delivery of 250 mm suitable flexible joint coupling for easy dismantling of delivery pipes and valves with Tie bolts with angular deflection 5 Degree
198	OD138732/2024-2025: Supply and delivery of Diaphragm type pressure gauge with necessary S.S tubes and isolating valves
199	OD138736/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
200	OD138739/2024-2025:Fire extinguisher of 5 Kg capacity (powder type 2 no’s) II. Fire buckets with stand 5no’s III. Electric quality Rubber mat to be laid in front of all the panel boards including starter panels
201	OD138743/2024-2025:Supply, delivery and erection of 200 mm CIDF Pipes and fittings suitable for the pump set offered and as per drawings enclosed including cost of puddle collars required
202	100.98.433:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 250mm.
203	OD138757/2024-2025:CI Double Flanged NR ValveConforming to IS5321-1984, Size 250mm.
204	OD138773/2024-2025:Supply and fixing of stainless steel screen made of bars of size 50 mm x 10 mm for fixing across the screen chamber channel (fixed type ) at 45 0 inclination for a clear passage of 40 mm solids and suitable for manual cleaning including cost of of screen ,Grab bucket and lifting arrangement material and fixing charges for 1.00m x 1.30m size.
205	OD138779/2024-2025:SS Gates Supplying at site, installation testing and commissioning of all materials, fabricating, fixing and commissioning of spindle operated open channel sluice gates/shutter .Channel sizes as per drawings, tender specifications and as directed by Engineer in Charge
206	OD138780/2024-2025:Supply and delivery of suitable flexible joint coupling upto 300mm for easy dismantling of delivery pipes and valves with tie bolts with angular deflection 5 degree
207	OD138781/2024-2025:Estimate for Mechanical and Allied Electrical works - ELECTRICAL PANELS AND CABLES Supply, Delivery of M.V control panel of wall mounting type made up of 14 SWG M.S Sheet of size to suit the L.T metering arrangements by KSEB. The board is to be supplied with 3 Nos of fuse carriers, MCCB with neutral and earthing arrangements as per I.E rules. Supply and delivery of floor mounting type MV control panel of vermin proof, dust proof, modular type consisting of the following accessories and controls. The control panel shall be of enclosed type and built with compartmentalized modular type cubical. All cubical shall be constructed from 14 SWG, M.S sheet at the bottom and rear and 12 SWG M.S Sheet at front. . The interior and exterior of the panels and compartment shall be treated with one coat of primer and two coats of stove enameled light gray shade suitable for electric applications. The panel should be supplied with 4 nos of copper bus bars of ample carrying capacity properly sleeved with respective colour codes. Set 1 Incoming 1. 150 A MCCB / 35KA with over load, short circuit protection 2. (0-500 v) Voltmeter (w) selector switch -1set3. Ammeter 0-300A with phase selector switch – 1 set 4. 3 phase / 4 wire KWH meter – 1 no5. Earth fault relay – 1 set 6. Slide locking type fuses – 1set Supply and installation of suitable starters in the above pump houseses(7). 63 A TPN MCCB for lighting control and spare – 2noN.B (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary(b) The supply should be terminated through A.M.F panel of Genset offered for Auto start operation during EB power failure with in 15 secs Twin earthing the plant and equipment as per IE roles including cost of GI flats (continuous earthing) etc complete. set 1Cabling Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules excluding cost of flat submersible cable connecting main panel board and submersible pump sets thro starter control board and isolator 3 ½ core 35 sq mm armourd aluminum conductor cable of suitable length as per site condition connecting EB pole and EB meter and control panel board m 30 SupplyLighting LoadSupply and completion of required house wiring for accommodating the following including DB panels, cost of wire, cost of PVC conduits, earthing etc. 1. SV lamp to be fixed on the top of control room -1no (250w)2. Industrial type tube lights inside the control room.-8 nos (40w)3. 4 Nos CFL (not exceeding 25 W) at suitable locations with fittings.4. 15 A plug and socket with control switch – 2 nos5. 5 A plug and socket with control switch – 2 nos6. Portable lamp with 25W CFL bulb and 15 M cable-1 no7. Pedestal fan -1 no The above electrical items as per IE rules includes cost of materials such as bulbs and fittings etc. Supply and delivery of silent diesel generator set of 82.5 Kva with AMF panel with suitable engine capacity conforming to relevent IS specifications, water cooled, six cylinders comprising of suitable altemator 3 phase, 0.8PF, 4 pole with panel board, digital type voltmeter, anneter, Hertz meter, kwh meter, MCCB with acoustic enclosure as per CPCP norms including cost of battery charger, cost of battery etc. complete, including cost of cabling, earthing, etc. suitable for outdoor application as per IE rules including cost of platform etc. complete. set 1<br>Air valves<br>Supply and delivery of following safety items,including cost of same. L SI. Fire extinguisher of required capacity (powder type 2 no’s) II. Fire buckets with stand 5no’s III. Rubber mat to be laid in front of all the panel boards including starter panelsSupply and delivery of tools required for maintenance works including double end spanners, ring spanners, screw drivers,etc including suppley and erection of Diesel Generator"
208	OD138782/2024-2025:Supply , delivery , erecting and maintenance of 2 ton or suitable capacity hand operated pulley block hoist with mono rail traveling on single girder with over head traveling trolley for a clear lift according to site condition for a travel of 9 (well dia+3m) meters or suitable design for erection and easy loading and unloading of Pumps and specials from trucks.
209	Appendix-11-ZONE B1A - Estimate for Mechanical Items
210	OD138795/2024-2025:Supplying and providing cast iron Sluice gate suitable for circular opening of size 600 mm with rising spindle
211	OD138796/2024-2025: OD113724/2024-2025Supplying all materials, fabricating, fixing, testing and commissioning of manual SS screen bar of size 0.80 m1.2 m made of flats having size 50mm10mm and 40mm clear spacing fixing across the screen chamber channel(fixed type) at 45 degree inclination including coat of sreen grab bucket and arrangement for scarping clogged materials as per drawing, tender specifications and as directed by the Engineer.
212	OD138797/2024-2025: Design, supply, installation, testing and commissioning of 1 metric tonne capacity Hand operated pulley block hoist with monorail travelling on single girder with overhead travelling trolley suitable for hoisting Pump-sets in the wet well. The crane shall be able to travel on a bay length of 3.75m. the unit should be coated with anti corrosive paints. (Dia of well 4.50m and depth 7.80m)
213	100.31.2.4: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): 150mm diameter, Class II.
214	100.31.2.7: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.
215	100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
216	100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.
217	OD138806/2024-2025:Supply, delivery at site, installation, testing and commissioning of brand new approved make non slam characteristic swing check type single door reflux value of 150mm sizes
218	OD138807/2024-2025:Supply, erection, testing and commissioning of CIDF Delivery pipes of class LA of suitable size including common header and dismantling
219	OD138811/2024-2025:Supply of essential spares for the smooth running of the pumping unit
220	OD138813/2024-2025:supply, installation testing and commissioning diaphragm pressure gauges suitable for sewage with SS tubes, isolating valves and 150 mm dia dial, suitably calibrated.
221	OD138814/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
222	OD138822/2024-2025:supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
223	OD138815/2024-2025:Supply or required tools for normal maintenance of the pumps.
224	18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
225	Appendix-12-ZONE B1A - Road Restoration Corporation Road
226	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
227	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
228	5.2.3a:Tack Coat <br>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.
229	5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> 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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
230	5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> 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 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65)
231	5.1.1a:Prime Coat :- Low porosity <br> 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
232	Appendix-13(A)-PH 1 (NETWORK)-LAYING OF SEWER NETWORK-Cost of Materials
233	100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.
234	OD156357/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 160mm Outer Dia.
235	OD156348/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg, 250mm Outer Dia.
236	OD156347/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,315mm Outer Dia.
237	OD156346/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,400mm Outer Dia.
238	OD156345/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,450mm Outer Dia.
239	OD156355/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 500mm Outer Dia.
240	100.98.474:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 250mm.
241	OD168002/2024-2025:Cost of PVC & HDPE specials (3 % cost of pipes )
242	Appendix-13(B)-PH 1 (NETWORK)-LAYING OF SEWER NETWORK- Working charges
243	100.59.1: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.
244	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
245	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
246	100.1.1: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.
247	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.
248	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.
249	100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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 Ordinary Rock.
250	4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
251	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.
252	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.
253	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
254	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
255	100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
256	100.7.3:Bailing out water with engine and pump set above 10HP up to 20HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
257	100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes.
258	OD156516/2024-2025: Laying HDPE pipes (IS :14333) on land 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: 160mm Nominal Outside Diameter Pipes.
259	OD156366/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 250mm Nominal Outside Diameter Pipes.
260	OD156365/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 315mm Nominal Outside Diameter Pipes.
261	OD156364/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 400mm Nominal Outside Diameter Pipes.
262	100.31.2.6: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): 250mm diameter, Class II.
263	4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
264	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)
265	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
266	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
267	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
268	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
269	5.22.6: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 more
270	7.6.1:Coursed rubble masonry (first sort) with hard stone in foundation and plinth with:Cement mortar 1:6 (1 cement : 6 coarse sand)
271	18.59.3:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):100 mm dia
272	OD138948/2024-2025: Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherever necessary with all lead and lift.
273	OD138955/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.45m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, , plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
274	OD138951/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for levelling course below foundation including earth work excavation in all classes of soil,, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
275	OD138954/2024-2025: Constructing inspection chambers of size 0.60x0.60m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
276	OD138952/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.75m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
277	OD138953/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.90m deep with RCC M20 using20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab,Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundationincluding earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick withneat cement flush coat, providing necessary slope in the benching towards main sewer, providingprovision for connecting main sewer and service connections, conveying, lifting, placing the cover slab inposition by suitable means, conveying and disposing the surplus earth with all lead and lift as perdrawings and specifications , including the cost of reinforcement , testing the chamber and sulphateresistant cement shall be used for the the construction of inspection chamber
278	OD138968/2024-2025:Micro tunneling in all classes of soil incudinglaying MS pipe ( 1.2m dia ,10 mm thickness) byusing Universal Navigation System (UNS)aided micro tunneling machine with allaccessories such as slurry pump, feed pump,flow meter,seperation Data for 10 m length unit
279	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.
280	100.98.1008:Engaging Coolie.
281	OD158643/2024-2025:Construction of Anchor blocks using 1:2:4(1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 400mm HDPE pipes
282	OD158644/2024-2025:Construction of Anchor blocks using 1:2:4 (1 cement 2 coarse sand :4 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 315mm HDPE pipes
283	OD158645/2024-2025: Construction of Anchor blocks using 1:2:4 (1 cement2 coarse sand :4graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 250 mm HDPE pipes
284	OD158647/2024-2025:Construction of Anchor blocks using 1:2:4(1 cement 2 coarse sand :4 graded stone aggregate 20 mm nominal size for 160 mm HDPE pipes
285	APPENDIX - 13(C) - PH1-LAYING PE PIPES VIA HDD METHOD ABOVE 3 M DEPTH
286	OD162403/2024-2025:Installation of PE pipe between 110mm & 225mm outer dia by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment,preparing new pipe work material making of entry pit and exit pit up to required depth installing new pipe work and commissioning system or making the system or making the system ready for commissioning by HDD operating including all related civil and mechanical works like excavation shoring/strutting etc drilling stringing reaming and pulling back the new pipe work on the designed borne path alignment proper disposal of drilling fluid and back fill of site after completion all inclusive as per Condition HDPE pipes also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected.work to be conducted using 500MHZ and 300MHZ antenna or latest forthe best possible resolution and penetration
287	OD162402/2024-2025:Installation of PE -250mm-315mm mm dia PE pipe by horizontal directional drilling method<br>in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up<br>the plat and equipment, installing new pipe work, testing and commissioning including cost of pipe (6 m line pipe with<br>butt joint all related civil /mechanical works like entry /exits pit as necessary. De watering ,drilling stringing, reaming,<br>pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of<br>pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling og pit and holes by approved borrow<br>material as per specification approved method statement or as directed by engineer in charge.<br><br>also using<br>Ground penetrating radar survey in corridor<br>with to detect buried utilities on the map of<br>corridor with<br>information of locations and<br>depths to the top of various utilities detected<br>.work to be conducted using<br>500MHZ and<br>300MHZ antenna or latest for the best possible<br>resolution and penetration including hydrolic<br>testing
288	OD162401/2024-2025:Installation of PE -355mm-500mm mm dia PE pipe by horizontal directional drilling method in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up the plant and equipment, installing new pipe work, testing and commissioning excluding cost of pipe (6 m line pipe with butt joint all related civil /mechanical works like entry /exits pit as necessary. Dewatering, drilling stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling pit and holes by approved borrow material as per specification approved method statement or as directed by engineer in charge. Also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHZ and 300MHZ antenna or latest for the best possible resolution and penetration including hydraulic testing
289	Appendix-14-PH1 -Construction of Pumping stations
290	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
291	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
292	4.1.4: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)
293	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
294	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
295	5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
296	OD138979/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork, curing etc complete.as per the specifications and drawings with alllead and lift as per the direction of departmental officers in charge.
297	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
298	5.22.6: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 more
299	OD138993/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth upto 1.5m
300	OD138992/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 1.5m to 3.0m
301	OD158976/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 3.0m to 4.5m
302	OD138990/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 4.5m to 6.0m
303	OD138989/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 6.0m to 7.5m
304	OD138988/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 7.5 m to 9.0m
305	OD138995/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
306	Appendix-15-PH1 -Compound wall with gate for Pumping stations
307	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
308	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
309	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
310	5.22.6: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 more
311	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)
312	50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
313	13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
314	10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel 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 works
315	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
316	13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
317	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
318	Appendix-16-PH1- Construction of screen chamber and valve chamber
319	OD162063/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00 m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 1.50m below ground level
320	OD162068/2024-2025: Sinking section for screen chamber of internal dimension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 3.00m beyond initial 1.50m depth.
321	OD162067/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 4.50m beyond initial 3.00m depth.
322	OD162066/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 6.00m beyond initial 4.50m depth.
323	OD162065/2024-2025: Sinking section for screen chamber of internal dimmension of 5,00m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 7.5m beyond initial 6.00m depth.
324	4.1.4: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)
325	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
326	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
327	OD139001/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork,curing etc complete.as per the specifications and drawings with alllead and lift
328	5.22.6: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 more
329	OD139002/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
330	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
331	13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
332	13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
333	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
334	Appendix-17-PH 1 - Construction of valve chamber
335	100.1.1: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.
336	2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
337	4.1.4: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)
338	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
339	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
340	5.22.6: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 more
341	13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
342	Appendix-18-PH 1 - Construction of control room and generator room
343	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
344	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
345	4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
346	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
347	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
348	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
349	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
350	5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
351	5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
352	5.9.20:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
353	5.22.6: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 more
354	50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
355	13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
356	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
357	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
358	13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
359	13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
360	13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
361	10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel 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 works
362	OD139080/2024-2025: Supplying and providing aluminium window with powder coated aluminium sections for frames and shutters with 4mm thick glass
363	10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
364	10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
365	Appendix-19-PH 1 - Providing cable trenches
366	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 : 8 graded stone aggregate 40 nominal size)
367	4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
368	13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
369	OD139082/2024-2025: OD12042/2024-2025supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
370	Appendix-20-PH 1 - Bath cum toilet
371	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
372	4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
373	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 : 8 graded stone aggregate 40 nominal size)
374	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)
375	50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
376	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
377	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
378	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
379	5.22.6: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 more
380	13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
381	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
382	13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
383	11.41.1: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 500x500 mm.
384	10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
385	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
386	17.32.2:Providing and fixing mirror of superior glass ( of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Rectangular shape 453x357 mm
387	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 cistern, 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
388	Appendix-21(A)-PH 1 - Pumping mains-Cost of Materials
389	100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia.
390	Appendix-21(B)-PH 1 - Pumping mains-Working charges
391	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.
392	100.59.1: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.
393	100.1.1: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.
394	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.
395	100.1.9: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 Requiring Blasting.
396	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.
397	100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes.
398	OD139092/2024-2025:Labour for cutting D.I. pipe with steel saw.250 mm diameter D.I. pipe
399	18.70.4: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:250 mm dia pipes
400	100.35.4:Testing 250mm DI/CI pipeline with potable water to the required test pressure .250 mm diaObserved Data derived from item no.1022 of PHED DATA
401	18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
402	OD139105/2024-2025:5 OD123745/2024-2025Horizontal Direct Drilling HDD 400mm bore along/across SH (near mooriyad bridge), conveying ,jointing and pulling 250mm MS pipe already supplied inside MS casing pipe of 400mm ,with minimum drill length of 50m and at depth not exceeding 3M tr below SH , testing the pipe line to required test pressure ,including surveying the site for collecting information about Underground utility information and other obstructions using suitable modern sensing equipment ,pit making, pilot drilling, pre reaming, closing of pit with normal soil and consolidation as directed by the departmental officers, without damaging other utility installations, Providing HDD rout markers at pit locations with provisions for extending /interconnections to the pipe lines already laid . The drilled hole shall continuously stabilized by use of a bentonite or polymer drilling fluid etc complte
403	100.37.8.1:In situ fabrication of M.S. pipes of size 250mm (I.D.) using 8mm 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.
404	100.37.8.2:Fabricating M.S. flanges of diameter 250mm 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.
405	100.37.8.3:Cutting 250mm (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.
406	100.37.8.4:Welding 250mm (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.
407	100.37.8.5:Grinding cut and weld edges of 250mm (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.
408	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 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.
409	100.37.11.3: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.
410	100.37.11.4: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.
411	100.37.11.5: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.
412	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
413	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)
414	5.22.6: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 more
415	Appendix-22-PH 1 - Construction of manholes
416	OD139112/2024-2025: Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy duty CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 1.5m ( internal dia-1200mm)
417	OD139118/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 2.5m ( internal diameter 1200m)
418	OD139114/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 3.5m ( internal diameter - 1500mm )
419	OD139113/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 4.5m ( internal diameter-1500mm)
420	OD139115/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 5.50m (internal diameter-1500mm)
421	Appendix-23-PH 1 -Kwa connection charge .
422	OD158302/2024-2025: Sewer connection charge ( Domestic).
423	OD158301/2024-2025:Sewer connection charge ( Non-Domestic).
424	OD158299/2024-2025: Additional length for Sewer connection for Non Dogmatic
425	OD158300/2024-2025:Additional length for Sewer connection -Domatic
426	Appendix-24- PH 1 -Mechanical, Electrical - Pumpsets, grit chamber screen, generator, transformer &allied works complete
427	OD139161/2024-2025: Supply, delivery and erection of non-clog sewage submersible pump sets with stainless steel impeller to pass soft solids upto 50mm size per separate special specification. including cost of required submersible cable to suit the site condition ,starter with control board, Submersible cables required as per site conditions should be supplied with two capacitance type level guards for operating automatically autocoupler SS chain ,guide rail etc for the following duty condition. MSB(Separate pannels for H&C PS 1,Asramom and H&C PS 2 pump houses)<br>Fabrication supply,conveyance,installation testing and commissioning of floor/wall mounting dust and vermin proof cubicle type MV panel board confirming of the fallowing components/devicess and complying to IS 8623<br>Fabrication of fully partitioned ,dust and vermin proof enclosure for panel assemby as per form 4 of IS 8623 using 2mm CRCA sheet as per approved design and requirement, with front and rear accessembly ,bus bar chembers,hinged doors for all switch gear components ,earthing the door using 4sq.mm braided copper conductor, providing necessary cut-outs for mounting meters,relays,indication lamps,bus bar inter connections etc,detachable covers for busbar chember and cable alley,power coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication.Angles/flats/slotted angles etc shall not be used forthe fabrication of panel assembly. The panel shaii be provided with base frame from ISMS 75.Necessary barriers and shrouding with 2mm/3mm SMC Sheets shall be provided.Heavy duty neoprene beeding of apropriate sizes shall be used to make the panel dust and vermin proof. The control board should have necessary tripping devices and indicating devices for safety of motor and pumpsets with necessary isolator near the wet well site - lpd and head in m as follow as per actual site condition.>Outgoing<br>(i)H&C PS2: 150A TP MCCB to control the submersible pump set-5Nos, <br>(b). 150 A TP MCCB to control the capacitor bank - 1 no(c)Providing suitable rating capacitor bank with APFC Panel-1No.(d)150A 25Ka TP MCCB spare -1No.<br> (ii)ASRAMOM: a,150A 16KA TP MCCB to control submersible pump sets at Asramom-5Nos,b,150A 16 KA TPMCCB to control the capacitor bank-1No c, Providing suitable rating capacitor bank with APFC Panel (d) (iii)IH&C PS1(a)150A 25 KA TPMCCB -2 Nos,(b) 150A 25KA TPMCCB- 2Nos,(c)150A 25 KA TPMCCB-2Nos (d) Providing suitable ratings(3Nos 40Kvar) capacitor bank with APFC Panel-1No.<br>N.B (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary .Interlocking should be provided for standby pump sets.<br>(b) <br>Cabling <br> Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules including cost of flat submersible cable connecting main panel board and submersible pump sets thro starter control board and isolator 3 ½ core 95 sq mm armourd aluminum conductor cable length as per site condition. connection from suction up to header line.(three year additional replacement warranty additional to 2 years = total 5 year -Including replacement of parts or pump,motors,panel board fully.)
428	OD139165/2024-2025:supply, delivery and erection of Multistage force Pump 600LPM X 30M head suitable for cleaning the screen chamber,Pumpset during servicing with 16 m of 20 mm dia hose required for operating the pump .
429	100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.
430	100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.
431	100.31.1.5: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.
432	100.31.1.6: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): 250mm diameter, Class I.
433	OD139176/2024-2025:Supply and delivery of 250 mm suitable flexible joint coupling for easy dismantling of delivery pipes and valves with Tie bolts with angular deflection 5 Degree
434	OD139181/2024-2025:Supply, delivery and erecting of following safety items ,including cost of same.<br>I.Fire extinguisher of 5 Kg capacity (powder type 2 no’s)<br> II.Fire buckets with stand 5no’s<br> III.Electric quality Rubber mat to be laid in front of all the panel boards including starter panels<br>
435	OD139182/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
436	OD139183/2024-2025:Supply and delivery of Diaphragm type pressure gauge with necessary S.S tubes and isolating valves
437	OD139184/2024-2025:Supply and delivery of breathing apparatus with Oxygen cylinder mask etc. complete .
438	OD139189/2024-2025:Supply, delivery and erection of 200 mm CIDF Pipes and fittings suitable for the pump set offered and as per drawings enclosed including cost of puddle collars required
439	OD139190/2024-2025: Supply and delivery of 200 mm Non-Return valve made up of DI and ball of Aluminum with MVR coated for the common header.
440	OD139193/2024-2025:Supply and fixing of stainless steel screen made of bars of size 50 mm x 10 mm for fixing across the screen chamber channel (fixed type ) at 45 0 inclination for a clear passage of 40 mm solids and suitable for manual cleaning including cost of of screen ,Grab bucket and lifting arrangement material and fixing charges for 1.00m x 1.30m size.
441	OD139194/2024-2025:Supply , delivery , erecting and maintenance of 2 ton or suitable capacity hand operated pulley block hoist with mono rail traveling on single girder with over head traveling trolley for a clear lift according to site condition for a travel of 9 (well dia+3m) meters or suitable design for erection and easy loading and unloading of Pumps and specials from trucks.
442	OD139201/2024-2025:Electro Mechanical items
443	OD139204/2024-2025:Supply and delivery of suitable flexible joint coupling upto 200mm
444	OD139210/2024-2025:SS Gates Supplying at site, installation testing and commissioning of all materials, fabricating, fixing and commissioning of spindle operated open channel sluice gates/shutter .Channel sizes as per drawings, tender specifications and as directed by Engineer in Charge
445	Appendix-25-PH1 -Electrical works
446	OD139229/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches) - 3.5 x 35 Sq mm cable
447	OD139228/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches) - 4 x 16 Sq mm cable
448	OD139227/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 3.5 x 50 Sq mm cable
449	OD139226/2024-2025: OD12814/2024-2025Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards -- 3.5 x 35 Sq mm cable
450	OD139236/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 4 x10 mm
451	OD139237/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 4x 16 sqmm
452	OD139235/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 3 x 1.5 Sq mm cable
453	OD139234/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 4 x 1.5 Sq mm cable
454	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
455	OD139252/2024-2025: Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherever necessary with all lead and lift.
456	OD139260/2024-2025:Laying Class B bricks of size 90 x 90 x 190 mm size, breadth-wise over the sand layer in the cable trench for protection of cables as per the direction of Engineer-in-charge.
457	18.12.5:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore
458	18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
459	OD139283/2024-2025: Supplying and laying 100 mm size, DWC pipe for protection of cable as per requirement
460	OD139354/2024-2025:Supplying and fixing Aluminium cable trays including bends, crosses, TEEs, reducers, fixing accessories etc. complete for running cables on walls etc. - 300 x 50 mm size
461	OD139353/2024-2025:Supplying and fixing Aluminium cable trays including bends, crosses, TEEs, reducers, fixing accessories etc. complete for running cables on walls etc. - 450 x 50 mm size
462	OD139359/2024-2025:Supplying , fixing and wiring earth electrode as per IS:3043 for grounding all equipments using 40mm dia, 2.9mm thick GI pipe 2.5m long buried in a pit with GI funnel with mesh and suitable size reducer fixed on top of the earth electrode. The funnel should be enclosed in a CC chamber 300 x 300 x 300mm size with a cast iron cover. The pit should be filled with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire/ strip of size as per IS specification 732.using 12mm dia bolts, nuts, washers and check-nuts etc. The pipe shall have 16 through holes of 12mm dia. (including all lead and lift)
463	OD139361/2024-2025: Supplying and running GI Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches - 50 x 6 mm GI Strips
464	OD139358/2024-2025:Supplying and running GI Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches - 32 x 6 mm GI Strips
465	OD139666/2024-2025: Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing using suitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 25 x 3mm Copper
466	OD139673/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 25x 6mm copper strip
467	OD139674/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. - 4.75 mm bare GI conductor (6 SWG)
468	OD139675/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches.4.00 mm bare GI conductor (8 SWG)
469	OD139681/2024-2025: OD13135/2024-2025Supply, fabrication, painting including welding and cutting and installation at site of structural steel for cable tray work, supports for panels etc. including painting 2 coats of anticorrosive paint of superior quality over a coat of superior quality iron primer after rubbing and cleaning the surface as required and directed by the Engineer-in-charge of the work.
470	OD139697/2024-2025:Providing rubber mat 1M wide and 12mm thick to withstand 15KV dielectric strength as per IS 5424 -1969.
471	OD139696/2024-2025:Supply and fixing shock treatment chart duly mounted on wooden frame with 5mm thick glass as required. (Approximate front area 1.2 sq.m)
472	OD139705/2024-2025: OD13179/2024-2025Providing and fixing danger plates made of mild steel at least 2mm thick and vitreous enamelled white on both sides and with inscriptions in signal red colour on front side as required.
473	OD139695/2024-2025:Providing First Aid Box as approved by St.John's Ambulance Brigade/Indian Red Cross conforming to IS 2217 - 1963.
474	OD139694/2024-2025:Supplying at site rubber gloves ofelectrical quality tested to 5 KV with ISI mark grooved.
475	OD139712/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mmPVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mmcontinuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . Wiring Exhaust fan Point in the above system.
476	OD139715/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mmPVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mmcontinuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc .
477	OD139714/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mmPVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mmcontinuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc .-Wiring Independent Plug Point in the above system.
478	OD139713/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mmPVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mmcontinuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Call Bell Point in the above system.
479	OD139729/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mmPVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mmcontinuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Staircase Point in the above system.
480	OD139728/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mmPVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mmcontinuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Batten Light Point in the above system.
481	OD139727/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mmPVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mmcontinuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . Wiring Ceiling fan Point in the above system. (for Electronic Regulator)
482	OD139738/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mmPVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mmcontinuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Light Point in the above system
483	OD139737/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 2.5sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in following runs -2 runs
484	OD139736/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 2.5sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in following runs -4 runs
485	OD139735/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 4sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in 2 runs
486	OD139749/2024-2025:Supply, conveyance, installation, testing and commissioning the light fittings of following types made of .5mm thick CRCA sheet accessories and lamps etc. including supplying and fixing ball and socket arrangements on PVC round block, suspension down rod of 19mm dia MS conduit up to 2x30cm length including painting and wiring the down rod with 16/0.20mm 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiring and giving connections etc. a required.Supply & installation of light fittings suspended on ball & socket arrangement with 19 mm down rod.1200 mm 2X20W LED Lamp with box type fixture
487	OD139748/2024-2025:Supply, conveyance installation testing and commissioning the light fittings of following types made of CRCA with 0.5mm thickness complete with all accessories and lamps etc. directly on wall or ceiling with PVC round block neatly painted to suit the fitting and giving connection with required length of 16/0.20mm 3 core copper conductor flex wire conforming to relevant ISS and giving connections as required.Supply & installation of light fittings on TW round block. 1200 mm 1X20W LED Lamp with box type fixture
488	OD139764/2024-2025:Supplying and providing extra H.G conduit down rod of 19 mm dia 2 x 10 cm long with 16/0.20 mm 3 core copper conductor flex wire conforming to relevant ISS or with the extended original wiring and giving connection etc. as required.
489	OD139763/2024-2025:Supply and fixing/installation testing and commissioning ofangle / straight brass lined skirt type, bakelitebatten holder Suitable for 8 W LED Bulb without shade including the cost of LED Bulband giving connection etc as required
490	OD139762/2024-2025:Supply and fixing cast aluminium elliptical shaped bulk head fitting with front clear glass, 13 W LED Bulb and mesh guard suitable for 13 W LED Bulb to wall/ceiling including giving connections with required length of 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiringand making good the surface as required.
491	OD139776/2024-2025: Supply, conveyance, installation, testing and commissioning of Superior quality ceiling fans 1200 mm sweep 5-star rated, using standard accessories excluding resistance type regulator, wiring the down rod with 16/0.20mm PVC insulated and PVC sheathed 650/1100V grade 3 core round copper conductor flex wire or with extended original wiring etc. as required.
492	OD139778/2024-2025: Supply and providing every additional length of 20mm down rod of suitable size heavy gauge GI/WI pipe with 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS including painting as required. (for 10cms)
493	OD139774/2024-2025:Supply, conveyance, installation, testing and commissioning of 300 mm sweep exhaust fans including making opening for providing the exhaust fan wherever required, fixing necessary bolts and nuts, making good the damages etc. as required including giving connections with required length of 24/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS.
494	OD139783/2024-2025: Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant ) 6A modular 5 in one universal plug socket with 6A modular switch
495	OD139798/2024-2025: OD13277/2024-2025Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providng and fixing 16 A modular 5 in one socket outlets and 16 A modular switche, connection etc. as required.
496	OD139810/2024-2025:Supply and installation testing and commissioning of double door 40 Amps, 4 (8+12) way three phase dust and vermin proof enclosure MCB DB (with one number 40 Amps 4 pole MCB Isolator 415 V, 12 Nos. 6 to 20 Amps MCBs, one number 4 pole 40A-30 ma ELCB) and giving connection. including copper/brass bus bar neutral link and Din bar suitable for fixing MCB, DB isolator etc. including providing blanking plates in the blanking slots and fixed in recess including cutting hole on the wall, making good the damages, colour washing etc. as required.
497	OD139822/2024-2025: Supply and fixing Buzzer on suitable size MS box with front hylam sheet cover and giving connection with 16/0.20mm 3 core flex wire including earthing the MS box and making good the surface
498	OD139824/2024-2025: OD13312/2024-2025Supply, installation/fixing, testing and commissioning industrial type 250V, 20A, 2 pole and earth SP & N GI case enclosure with 2 pole and earth plug socket with pin suitable for incorporating SP MCB (including SP MCB) on surface
499	OD139825/2024-2025: Supply, installation on buildings/compound-walls/poles, testing and commissioning of outdoor 36/40W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)Cost including all fixing arrangements such as clamps bolts nuts etc. complete.
500	OD141299/2024-2025:Supply and drawing 4 mm dia (8 SWG) bare earthing conductors of the following sizes along with wiring/ cables or separately on wall, pipes etc. and giving connection as required.
501	OD141312/2024-2025:Supply and drawing 2 mm dia (14 SWG) bare earthing conductors of the following sizes along with wiring/ cables or separately on wall, pipes etc. and giving connection as required.
502	OD139829/2024-2025: Supply and laying medium gauge PVC conduit conforming to IS 9537/1983 Part III n roof slab, jointing the pipes with PVC solvent cement, tying & fixing the conduit firmly with the re-inforcement etc. as required.
503	OD139830/2024-2025:8 OD13328/2024-2025Supply, installation on buildings/compound-walls/poles, testing and commissioning of outdoor 100W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)Cost including all fixing arrangements such as clamps bolts nuts etc for fixing on the side wall of wet well etc. complete and 6A MCB for controlling the lamp as directed by the Engineer in charge.
504	OD176704/2024-2025:External lighting and Electrification arrangements at well sites, pump house, toilet, etc... as per the directions of site Engineer in charge.
505	Appendix-26- PH1-Estimate for Mechanical items
506	OD140085/2024-2025:Design, supply, installation, testing and commissioning of 2 metric tonne capacity Hand operated pulley block hoist with monorail travelling on single girder with overhead travelling trolley suitable for hoisting Pump-sets in the wet well. The crane shall be able to travel on a bay length of 3.75m. the unit should be coated with anti corrosive paints. (Dia of well 3.20m and depth 7.10m)
507	OD140272/2024-2025:Supplying all materials, fabricating, fixing, testing and commissioning of manual SS screen bar of size 0.70 m1.2 m made of flats having size 50mm10mm and 40mm clear spacing fixing across the screen chamber channel(fixed type) at 45 degree inclination including coat of sreen grab bucket and arrangement for scarping clogged materials as per drawing, tender specifications and as directed by the Engineer.
508	OD140282/2024-2025:Supplying and providing cast iron Sluice gate suitable for circular opening of size 400 mm with rising spindle, frames, brackets, guides, stem guide, stem coupling and wall thimble duly tested for water tightness, properly seated and with manual lift mechanism, operating head stock, hand wheel fixed to the operating platform, locking arrangement painted with anti corrosion paint etc. complete as per relevant codes of practice.
509	100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
510	100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.
511	100.31.1.4: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): 150mm diameter, Class I.
512	100.31.1.6: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): 250mm diameter, Class I.
513	OD140323/2024-2025:Supply, erection, testing and commissioning of CIDF Delivery pipes of class LA of suitable size including common header and dismantling joint with specials such as Tee, bend, reducers, puddle pipe, rubber gaskets, bolts, nuts, washers etc. complete.
514	OD140114/2024-2025:Supply, delivery at site, installation, testing and commissioning of brand new approved make non slam characteristic swing check type single door reflux value of 150mm sizes and pressure rating confirming to IS 5312 (Part I) with latest amendments and fixing, jointing, aligning true to line using suitable size nuts, bolts, washers, rubber gaskets with all lead and lifts including cost of all materials labour and painting complete as per approved drawing, tender specification and as directed by the Engineer.
515	OD140116/2024-2025:supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
516	OD140374/2024-2025:Supply of essential spares for the smooth running of the pumping unit
517	OD140384/2024-2025:Supply or required tools for normal maintenance of the pumps.
518	OD140383/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
519	OD140399/2024-2025:Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 utp 600 mm dia
520	OD140123/2024-2025:supply, installation testing and commissioning diaphragm pressure gauges suitable for sewage with SS tubes, isolating valves and 150 mm dia dial, suitably calibrated.
521	Appendix-27-PH 1 - Corporation Road Restoration
522	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
523	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
524	5.1.1a:Prime Coat :- Low porosity <br> 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
525	5.2.3a:Tack Coat <br>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.
526	5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> 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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
527	5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> 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 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65)
528	Appendix-28(A)-PH 2 (NETWORK) - LAYING SEWER NETWORK-Cost of Materials
529	100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.
530	OD156556/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 200mm Outer Dia.
531	OD156555/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg, 250mm Outer Dia.
532	OD156554/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,315mm Outer Dia.
533	OD156553/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,400mm Outer Dia.
534	OD156577/2024-2025:Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 560mm Outer Dia.
535	OD156581/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 630mm Outer Dia.
536	100.98.498:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.0, Size 250mm.
537	OD168009/2024-2025:Cost of PVC & HDPE specials (3 % cost of pipes )
538	Appendix-28(B)-PH 2 (NETWORK) - LAYING SEWER NETWORK-Working charges
539	100.59.1: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.
540	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
541	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
542	100.1.1: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.
543	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.
544	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.
545	100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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 Ordinary Rock.
546	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
547	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
548	100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
549	100.7.3:Bailing out water with engine and pump set above 10HP up to 20HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
550	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.
551	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.
552	100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes.
553	OD156589/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 200mm Nominal Outside Diameter Pipes.
554	OD156588/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 250mm Nominal Outside Diameter Pipes.
555	OD156587/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 315mm Nominal Outside Diameter Pipes.
556	OD156586/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 400mm Nominal Outside Diameter Pipes.
557	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
558	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
559	5.22.6: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 more
560	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
561	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
562	4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
563	7.6.1:Coursed rubble masonry (first sort) with hard stone in foundation and plinth with:Cement mortar 1:6 (1 cement : 6 coarse sand)
564	18.59.3:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):100 mm dia
565	100.31.2.6: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): 250mm diameter, Class II.
566	OD139920/2024-2025: Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherever necessary with all lead and lift.
567	OD139918/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.45m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, , plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
568	OD139921/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for levelling course below foundation including earth work excavation in all classes of soil,, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
569	OD139916/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
570	OD139915/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.75m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
571	OD139917/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.90m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
572	OD139919/2024-2025:Micro tunneling in all classes of soil incudinglaying MS pipe ( 1.2m dia ,10 mm thickness) byusing Universal Navigation System (UNS)aided micro tunneling machine with allaccessories such as slurry pump, feed pump,flow meter,seperation Data for 10 m length unit
573	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.
574	100.98.1008:Engaging Coolie.
575	OD158693/2024-2025:Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 400mm HDPE pipes
576	OD158694/2024-2025:Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 315mm HDPE pipes
577	OD158695/2024-2025: Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 250 mm HDPE pipes
578	OD158696/2024-2025: Construction of Anchor blocks using 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size for 200 mm HDPE pipes
579	Appendix-28(C)-PH2-LAYING PE PIPES VIA HDD METHOD ABOVE 3 M DEPTH
580	OD162415/2024-2025:Installation of PE pipe between 110mm & 225mm outer dia by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment,preparing new pipe work material making of entry pit and exit pit up to required depth installing new pipe work and commissioning system or making the system or making the system ready for commissioning by HDD operating including all related civil and mechanical works like excavation shoring/strutting etc drilling stringing reaming and pulling back the new pipe work on the designed borne path alignment proper disposal of drilling fluid and back fill of site after completion all inclusive as per Condition HDPE pipes also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected.work to be conducted using 500MHZ and 300MHZ antenna or latest forthe best possible resolution and penetration
581	OD162414/2024-2025:Installation of PE -250mm-315mm mm dia PE pipe by horizontal directional drilling method<br>in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up<br>the plat and equipment, installing new pipe work, testing and commissioning including cost of pipe (6 m line pipe with<br>butt joint all related civil /mechanical works like entry /exits pit as necessary. De watering ,drilling stringing, reaming,<br>pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of<br>pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling og pit and holes by approved borrow<br>material as per specification approved method statement or as directed by engineer in charge.<br><br>also using<br>Ground penetrating radar survey in corridor<br>with to detect buried utilities on the map of<br>corridor with<br>information of locations and<br>depths to the top of various utilities detected<br>.work to be conducted using<br>500MHZ and<br>300MHZ antenna or latest for the best possible<br>resolution and penetration including hydrolic<br>testing
582	OD162413/2024-2025:Installation of PE -355mm-500mm mm dia PE pipe by horizontal directional drilling method in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up the plant and equipment, installing new pipe work, testing and commissioning excluding cost of pipe (6 m line pipe with butt joint all related civil /mechanical works like entry /exits pit as necessary. Dewatering, drilling stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling pit and holes by approved borrow material as per specification approved method statement or as directed by engineer in charge. Also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHZ and 300MHZ antenna or latest for the best possible resolution and penetration including hydraulic testing
583	OD162539/2024-2025:Installation of HDPE -560mm-710mm mm dia PE pipe by horizontal directional drilling method in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up the plant and equipment, installing new pipe work, testing and commissioning excluding cost of pipe (6 m line pipe with butt joint all related civil /mechanical works like entry /exits pit as necessary. Dewatering, drilling stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling pit and holes by approved borrow material as per specification approved method statement or as directed by engineer in charge. Also using Ground penetrating radar survey in<br>corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHZ and 300MHZ antenna or latest for the best possible resolution and penetration including hydraulic testing
584	Appendix-29- PH2 -Construction of Pumping stations
585	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
586	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
587	4.1.4: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)
588	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
589	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
590	5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
591	OD139923/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork,curing etc complete.as per the specifications and drawings with alllead and lift
592	5.22.6: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 more
593	OD139922/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
594	OD139924/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth upto 1.5m
595	OD139925/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 1.5m to 3.0m
596	OD139928/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 3.0m to 4.5m
597	OD139926/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 4.5m to 6.0m
598	OD139927/2024-2025:Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 6m to 7.5m
599	OD162673/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 7.5 m to 9.0m
600	OD167333/2024-2025: Sinking wells above up to 3.50 m dia. and up to 6.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 9.00m to 10.50m
601	Appendix-30-PH2 -Compound wall with gate for Pumping stations
602	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
603	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)
604	50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
605	10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel 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 works
606	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
607	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
608	13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
609	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
610	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
611	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
612	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
613	5.22.6: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 more
614	Appendix-31-PH2 - Construction of screen chamber and Valve chamber
615	OD162085/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00 m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 1.50m below ground level
616	OD162090/2024-2025: Sinking section for screen chamber of internal dimension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 3.00m beyond initial 1.50m depth.
617	OD162089/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 4.50m beyond initial 3.00m depth.
618	OD162088/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 6.00m beyond initial 4.50m depth.
619	OD162087/2024-2025: Sinking section for screen chamber of internal dimmension of 5,00m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 7.5m beyond initial 6.00m depth.
620	OD162086/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x 2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 9.00m beyond initial 7.50m depth.
621	4.1.4: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)
622	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
623	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
624	OD140828/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork,curing etc complete.as per the specifications and drawings with alllead and lift
625	5.22.6: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 more
626	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
627	OD140839/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
628	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
629	13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
630	13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
631	Appendix-32-PH2 - Construction of valve chamber
632	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
633	2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock
634	4.1.4: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)
635	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
636	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
637	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
638	5.22.6: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 more
639	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
640	OD140852/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
641	Appendix-33-Construction of control room and generator room
642	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
643	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
644	4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
645	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
646	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
647	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
648	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
649	5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
650	5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
651	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
652	5.22.6: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 more
653	50.6.1.3:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
654	13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
655	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
656	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
657	13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
658	13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
659	13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
660	10.25.1:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel 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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
661	OD147734/2024-2025: Supplying and providing aluminium window with powder coated aluminium sections for frames and shutters with 4mm thick glass
662	10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
663	10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
664	Appendix-34- PH2 - Providing cable trenches
665	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 : 8 graded stone aggregate 40 nominal size)
666	4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
667	13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
668	OD140943/2024-2025:supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
669	Appendix-35-PH2 - Bath cum toilet
670	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
671	4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
672	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)
673	50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
674	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
675	5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
676	5.22.6: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 more
677	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
678	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 : 8 graded stone aggregate 40 nominal size)
679	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
680	13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
681	13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
682	11.41.1: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 500x500 mm.
683	17.7.4: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 Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
684	17.18.1:Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete.10 litre capacity - White
685	17.31:Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
686	17.3.2:Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.c. pan with ISI marked black solid plastic seat and lid
687	10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
688	Appendix-36(A)-PH2 - Pumping Mains- Cost of Materials.
689	100.98.119:Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia.
690	Appendix-36(B)-PH2 - Pumping Mains- Working charges
691	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
692	100.1.1: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.
693	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.
694	100.1.9: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 Requiring Blasting.
695	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.
696	100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes.
697	18.70.5: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:300 mm dia pipe
698	OD141370/2024-2025: Labour for cutting DIpipe with steel saw.200 mm diameter DI pipe
699	100.35.5:Testing 300mm DI/CI pipeline with potable water to the required test pressure.300 mm diaObserved Data derived from item no.1023 of PHED DATA
700	18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
701	OD141355/2024-2025:Horizontal Direct Drilling HDD 600mm bore along/across SH(Mini bypass road-Arayidathupalam), conveying ,jointing and pulling 250mm MS pipe already supplied inside MS casing pipe of 600mm ,with minimum drill length of 50m and at depth not exceeding 3M tr below railway track (As per drawing apvd by railway authority), testing the pipe line to required test pressure ,including surveying the site for collecting information about Underground utility information and other obstructions using suitable modern sensing equipment ,pit making, pilot drilling, pre reaming, closing of pit with normal soil and consolidation as directed by the departmental officers, without damaging other utility installations, Providing HDD rout markers at pit locations with provisions for extending /interconnections to the pipe lines already laid . The drilled hole shall continuously stabilized by use of a bentonite or polymer drilling fluid etc complte
702	100.37.13.2:Fabricating M.S. flanges of diameter 500mm using 16mm 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.
703	100.37.13.3:Cutting 500mm (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.
704	100.37.13.4:Welding 500mm (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.
705	100.37.13.5:Grinding cut and weld edges of 500mm (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.
706	100.37.9.1:In situ fabrication of M.S. pipes of size 300mm (I.D.) using 8mm 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.
707	100.37.9.2:Fabricating M.S. flanges of diameter 300mm 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.
708	100.37.9.3:Cutting 300mm (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.
709	100.37.9.4:Welding 300mm (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.
710	100.37.9.5:Grinding cut and weld edges of 300mm (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.
711	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.
712	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
713	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
714	5.22.6: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 more
715	Appendix-37-PH2 - Construction of manholes
716	OD141562/2024-2025: Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy duty CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 1.5m ( internal dia-1200mm)
717	OD163609/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 2.5m ( internal diameter 1200m)
718	OD141568/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 3.5m ( internal diameter - 1500mm )
719	OD141567/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 4.5m ( internal diameter-1500mm)
720	OD163635/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 5.50m (internal diameter-1500mm)
721	OD163686/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 7.50m (internal diameter-1500mm)
722	OD141565/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 6.50m (internal diameter-1500mm)
723	Appendix-38-PH2 - KWA sewer connection charge
724	OD158325/2024-2025: Sewer connection charge ( Domestic).
725	OD158324/2024-2025:Sewer connection charge ( Non-Domestic).
726	OD158322/2024-2025: Additional length for Sewer connection for Non Dogmatic
727	OD158323/2024-2025:Additional length for Sewer connection- Domestic
728	Appendix-39- PH2 - Mechanical, Electrical - Pumpsets, grit chamber screen, generator, transformer & allied works complete
729	OD142150/2024-2025:Supply, delivery and erection of non-clog sewage submersible pump sets with stainless steel impeller to pass soft solids upto 50mm size per separate special specification. including cost of required submersible cable to suit the site condition ,starter with control board, Submersible cables required as per site conditions should be supplied with two capacitance type level guards for operating automatically autocoupler SS chain ,guide rail etc for the following duty condition. MSB(Separate pannels for H&C PS 1,Asramom and H&C PS 2 pump houses)<br>Fabrication supply,conveyance,installation testing and commissioning of floor/wall mounting dust and vermin proof cubicle type MV panel board confirming of the fallowing components/devicess and complying to IS 8623<br>Fabrication of fully partitioned ,dust and vermin proof enclosure for panel assemby as per form 4 of IS 8623 using 2mm CRCA sheet as per approved design and requirement, with front and rear accessembly ,bus bar chembers,hinged doors for all switch gear components ,earthing the door using 4sq.mm braided copper conductor, providing necessary cut-outs for mounting meters,relays,indication lamps,bus bar inter connections etc,detachable covers for busbar chember and cable alley,power coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication.Angles/flats/slotted angles etc shall not be used forthe fabrication of panel assembly. The panel shaii be provided with base frame from ISMS 75.Necessary barriers and shrouding with 2mm/3mm SMC Sheets shall be provided.Heavy duty neoprene beeding of apropriate sizes shall be used to make the panel dust and vermin proof. The control board should have necessary tripping devices and indicating devices for safety of motor and pumpsets with necessary isolator near the wet well site - lpd and head in m as follow as per actual site condition.>Outgoing<br>(i)H&C PS2: 150A TP MCCB to control the submersible pump set-5Nos, <br>(b). 150 A TP MCCB to control the capacitor bank - 1 no(c)Providing suitable rating capacitor bank with APFC Panel-1No.(d)150A 25Ka TP MCCB spare -1No.<br> (ii)ASRAMOM: a,150A 16KA TP MCCB to control submersible pump sets at Asramom-5Nos,b,150A 16 KA TPMCCB to control the capacitor bank-1No c, Providing suitable rating capacitor bank with APFC Panel (d) (iii)IH&C PS1(a)150A 25 KA TPMCCB -2 Nos,(b) 150A 25KA TPMCCB- 2Nos,(c)150A 25 KA TPMCCB-2Nos (d) Providing suitable ratings(3Nos 40Kvar) capacitor bank with APFC Panel-1No.<br>N.B (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary .Interlocking should be provided for standby pump sets.<br>(b) <br>Cabling <br> Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules including cost of flat submersible cable connecting main panel board and submersible pump sets thro starter control board and isolator 3 ½ core 95 sq mm armourd aluminum conductor cable length as per site condition. connection from suction up to header line.(three year additional replacement warranty additional to 2 years = total 5 year -Including replacement of parts or pump,motors,panel board fully.)
730	OD142358/2024-2025:Supply, delivery and erection of Multistage force Pump 600LPM X 30M head suitable for cleaning the screen chamber,Pumpset during servicing with 16 m of 20 mm dia hose required for operating the pump
731	100.98.486:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 250mm.
732	100.98.487:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 300mm.
733	100.31.1.6: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): 250mm diameter, Class I.
734	100.31.1.7: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 I.
735	OD142228/2024-2025:Supply and delivery of 250 mm suitable flexible joint coupling for easy dismantling of delivery pipes and valves with Tie bolts with angular deflection 5 Degree
736	OD142227/2024-2025:Supply and delivery of breathing apparatus with Oxygen cylinder mask etc complete
737	OD142226/2024-2025: Supply and delivery of Diaphragm type pressure gauge with necessary S.S tubes and isolating valves
738	OD142085/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
739	OD142386/2024-2025:Supply, delivery and erecting of following safety items ,including cost of same.<br>I. Fire extinguisher of 5 Kg capacity (powder type 2 no’s)<br> II. Fire buckets with stand 5no’s<br> III. Electric quality Rubber mat to be laid in front of all the panel boards including starter panels
740	OD142224/2024-2025:Supply, delivery and erection of 200 mm CIDF Pipes and fittings suitable for the pump set offered and as per drawings enclosed including cost of puddle collars required
741	100.98.433:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 250mm.
742	OD142236/2024-2025:Supply and fixing of stainless steel screen made of bars of size 50 mm x 10 mm for fixing across the screen chamber channel (fixed type ) at 45 0 inclination for a clear passage of 40 mm solids and suitable for manual cleaning including cost of of screen ,Grab bucket and lifting arrangement material and fixing charges for 1.00m x 1.30m size.
743	OD142237/2024-2025:Supply , delivery , erecting and maintenance of 2 ton or suitable capacity hand operated pulley block hoist with mono rail traveling on single girder with over head traveling trolley for a clear lift according to site condition for a travel of 9 (well dia+3m) meters or suitable design for erection and easy loading and unloading of Pumps and specials from trucks.
744	OD142351/2024-2025:Estimate for Mechanical and Allied Electrical works - ELECTRICAL PANELS AND CABLES Supply, Delivery of M.V control panel of wall mounting type made up of 14 SWG M.S Sheet of size to suit the L.T metering arrangements by KSEB. The board is to be supplied with 3 Nos of fuse carriers, MCCB with neutral and earthing arrangements as per I.E rules. Supply and delivery of floor mounting type MV control panel of vermin proof, dust proof, modular type consisting of the following accessories and controls. The control panel shall be of enclosed type and built with compartmentalized modular type cubical. All cubical shall be constructed from 14 SWG, M.S sheet at the bottom and rear and 12 SWG M.S Sheet at front. . The interior and exterior of the panels and compartment shall be treated with one coat of primer and two coats of stove enameled light gray shade suitable for electric applications. The panel should be supplied with 4 nos of copper bus bars of ample carrying capacity properly sleeved with respective colour codes. Set 1 Incoming 1. 150 A MCCB / 35KA with over load, short circuit protection 2. (0-500 v) Voltmeter (w) selector switch -1set3. Ammeter 0-300A with phase selector switch – 1 set 4. 3 phase / 4 wire KWH meter – 1 no5. Earth fault relay – 1 set 6. Slide locking type fuses – 1set Supply and installation of suitable starters in the above pump houseses(7). 63 A TPN MCCB for lighting control and spare – 2noN.B (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary(b) The supply should be terminated through A.M.F panel of Genset offered for Auto start operation during EB power failure with in 15 secs Twin earthing the plant and equipment as per IE roles including cost of GI flats (continuous earthing) etc complete. set 1Cabling Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules excluding cost of flat submersible cable connecting main panel board and submersible pump sets thro starter control board and isolator 3 ½ core 35 sq mm armourd aluminum conductor cable of suitable length as per site condition connecting EB pole and EB meter and control panel board m 30 SupplyLighting LoadSupply and completion of required house wiring for accommodating the following including DB panels, cost of wire, cost of PVC conduits, earthing etc. 1. SV lamp to be fixed on the top of control room -1no (250w)2. Industrial type tube lights inside the control room.-8 nos (40w)3. 4 Nos CFL (not exceeding 25 W) at suitable locations with fittings.4. 15 A plug and socket with control switch – 2 nos5. 5 A plug and socket with control switch – 2 nos6. Portable lamp with 25W CFL bulb and 15 M cable-1 no7. Pedestal fan -1 no <br>The above electrical items as per IE rules includes cost of materials such as bulbs and fittings etc. <br>Supply and delivery of silent diesel generator set of 82.5 Kva with AMF panel with suitable engine capacity conforming to relevent IS specifications, water cooled, six cylinders comprising of suitable altemator 3 phase, 0.8PF, 4 pole with panel board, digital type voltmeter, anneter, Hertz meter, kwh meter, MCCB with acoustic enclosure as per CPCP norms including cost of battery charger, cost of battery etc. complete, including cost of cabling, earthing, etc. suitable for outdoor application as per IE rules including cost of platform etc. complete. set 1<br>Air valves<br>Supply and delivery of following safety items ,including cost of same. L SI. Fire extinguisher of required capacity (powder type 2 no’s) II. Fire buckets with stand 5no’s III. Rubber mat to be laid in front of all the panel boards including starter panelsSupply and delivery of tools required for maintenance works including double end spanners, ring spanners, screw drivers,etc including suppley and erection of Diesel Generator
745	OD142222/2024-2025:Supply and delivery of suitable flexible joint coupling upto 300mm for easy dismantling of delivery pipes and valves with tie bolts with angular deflection 5 degree
746	OD142220/2024-2025:SS Gates Supplying at site, installation testing and commissioning of all materials, fabricating, fixing and commissioning of spindle operated open channel sluice gates/shutter .Channel sizes as per drawings, tender specifications and as directed by Engineer in Charge
747	Appendix-40-PH2 - Estimate for Mechanical Items
748	OD139953/2024-2025:Design, supply, installation, testing and commissioning of 1 metric tonne capacity Hand operated pulley block hoist with monorail travelling on single girder with overhead travelling trolley suitable for hoisting Pump-sets in the wet well. The crane shall be able to travel on a bay length of 3.75m. the unit should be coated with anti corrosive paints. (Dia of well 4.50m and depth 7.80m)
749	OD139956/2024-2025:Supplying all materials, fabricating, fixing, testing and commissioning of manual SS screen bar of size 0.80 m1.2 m made of flats having size 50mm10mm and 40mm clear spacing fixing across the screen chamber channel(fixed type) at 45 degree inclination including coat of sreen grab bucket and arrangement for scarping clogged materials as per drawing, tender specifications and as directed by the Engineer.
750	OD139959/2024-2025:Supplying and providing cast iron Sluice gate suitable for circular opening of size 600 mm with rising spindle, frames, brackets, guides, stem guide, stem coupling and wall thimble duly tested for water tightness, properly seated and with manual lift mechanism, operating head stock, hand wheel fixed to the operating platform, locking arrangement painted with anti corrosion paint etc. complete as per relevant codes of practice
751	100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
752	100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.
753	100.31.2.4: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): 150mm diameter, Class II.
754	100.31.2.7: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.
755	OD139968/2024-2025:Supply, erection, testing and commissioning of CIDF Delivery pipes of class LA of suitable size including common header and dismantling joint with specials such as Tee, bend, reducers, puddle pipe, rubber gaskets, bolts, nuts, washers etc. complete.
756	OD139969/2024-2025:Supply, delivery at site, installation, testing and commissioning of brand new approved make non slam characteristic swing check type single door reflux value of 150mm sizes and pressure rating confirming to IS 5312 (Part I) with latest amendments and fixing, jointing, aligning true to line using suitable size nuts, bolts, washers, rubber gaskets with all lead and lifts including cost of all materials labour and painting complete as per approved drawing, tender specification and as directed by the Engineer.
757	OD139971/2024-2025:supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
758	OD140030/2024-2025:Supply of essential spares for the smooth running of the pumping unit
759	OD139973/2024-2025:Supply or required tools for normal maintenance of the pumps.
760	OD139975/2024-2025:Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 utp 600 mm dia
761	OD139978/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
762	OD139979/2024-2025:supply, installation testing and commissioning diaphragm pressure gauges suitable for sewage with SS tubes, isolating valves and 150 mm dia dial, suitably calibrated.
763	Appendix-41-PH2 - Estimate for Electrical Items
764	OD140033/2024-2025:Fabrication, supply, installation testing and commissioning of following Metering box made of stove enamelled 14 gauge CRCA sheet. The box shall be of cubicle type construction wall mounting type, weather, dust and vermin proof for out door use. The box shall house the KWH meter and CTs if any as the case may be in a separate chamber for sealing by the Power supply licensee
765	OD140040/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications -3.5 x 240 Sq mm cable (excluding the cost of forming trenches) -
766	OD140200/2024-2025: Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications
767	OD140041/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications(excluding the cost of forming trenches) - 3.5 x 35 Sq mm cable
768	OD140042/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications(excluding the cost of forming trenches) - 4 x 16 Sq mm cable
769	OD140043/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches)-4 x 10 Sq mm cable
770	OD140045/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC
771	OD140281/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 3.5x95 sqmm
772	OD140052/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards--3.5 x 35 Sq mm cable
773	OD140050/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 4 x 16 Sq mm cable
774	OD140051/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 4 x 10 Sq mm cable
775	OD140049/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 3 x 1.5 Sq mm cable
776	OD140187/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 4 x 1.5 Sq mm cable
777	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
778	OD140055/2024-2025:Spreading of fine sand in cable trench of 500 mm width for a depth of 150 mm including all lead and lift as directed by the Engineer-in-charge.
779	OD140054/2024-2025:Laying Class B bricks of size 90 x 90 x 190 mm size, breadth-wise over the sand layer in the cable trench for protection of cables as per the direction of Engineer-in-charge.
780	OD140056/2024-2025:Supplying and laying 100 mm size, DWC pipe for protection of cable as per requirement
781	18.12.5:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore
782	18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
783	OD140057/2024-2025:Supplying and fixing Aluminium cable trays including bends, crosses, TEEs, reducers, fixing accessories etc. complete for running cables on walls etc. - 450 x 50 mm size
784	OD140058/2024-2025:Supplying and fixing Aluminium cable trays including bends, crosses, TEEs, reducers, fixing accessories etc. complete for running cables on walls etc. - 450 x 50 mm size
785	OD140059/2024-2025:Supplying , fixing and wiring earth electrode as per IS:3043 for grounding all equipments using 40mm dia, 2.9mm thick GI pipe 2.5m long buried in a pit with GI funnel with mesh and suitable size reducer fixed on top of the earth electrode. The funnel should be enclosed in a CC chamber 300 x 300 x 300mm size with a cast iron cover. The pit should be filled with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire/ strip of size as per IS specification 732.using 12mm dia bolts, nuts, washers and check-nuts etc. The pipe shall have 16 through holes of 12mm dia. (including all lead and lift)
786	OD140289/2024-2025:Supplying and running GI Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches -32 x 6 mm GI Strips
787	OD140060/2024-2025:Supplying and running GI Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches -50 x 6 mm GI Strips
788	OD140062/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches.4.00 mm bare GI conductor (8 SWG)
789	OD140063/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. - 4.75 mm bare GI conductor (6 SWG)
790	OD140064/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 25x 6mm copper strip
791	OD140066/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 25x 3mm Copper
792	OD140068/2024-2025:Supply, fabrication, painting including welding and cutting and installation at site of structural steel for cable tray work, supports for panels etc. including painting 2 coats of anticorrosive paint of superior quality over a coat of superior quality iron primer after rubbing and cleaning the surface as required and directed by the Engineer-in-charge of the work.
793	OD140072/2024-2025:Providing rubber mat 1M wide and 12mm thick to withstand 15KV dielectric strength as per IS 5424 -1969.
794	OD140073/2024-2025:Supply and fixing shock treatment chart duly mounted on wooden frame with 5mm thick glass as required. (Approximate front area 1.2 sq.m)
795	OD140074/2024-2025:Providing and fixing danger plates made of mild steel at least 2mm thick and vitreous enamelled white on both sides and with inscriptions in signal red colour on front side as required.
796	OD140076/2024-2025:Supplying at site rubber gloves of electrical quality tested to 5 KV with ISI mark grooved.
797	OD140077/2024-2025:Providing First Aid Box as approved by St.John's Ambulance Brigade/Indian Red Cross conforming to IS 2217 - 1963.
798	OD140078/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Light Point in the above system
799	OD140079/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . Wiring Ceiling fan Point in the above syst
800	OD140080/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Call Bell Point in the above system.
801	OD140081/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Independent Plug Point in the above system.
802	OD140083/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Batten Light Point in the above system.
803	OD140416/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 2.5sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in following runs -2 runs
804	OD140418/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 2.5sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in following runs -4 runs
805	OD140422/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mmPVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mmcontinuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Staircase Point in the above system.
806	OD140419/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mmPVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mmcontinuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . Wiring Exhaust fan Point in the above system.
807	OD140423/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mmPVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mmcontinuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc .
808	OD140428/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 4sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in 2 runs
809	OD140086/2024-2025:Supply, conveyance, installation, testing and commissioning the light fittings of following types made of .5mm thick CRCA sheet accessories and lamps etc. including supplying and fixing ball and socket arrangements on PVC round block, suspension down rod of 19mm dia MS conduit up to 2x30cm length including painting and wiring the down rod with 16/0.20mm 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiring and giving connections etc. a required. Supply & installation of light fittings suspended on ball & socket arrangement with 19 mm down rod.1200 mm 2X20W LED Lamp with box type fixture
810	OD140087/2024-2025:Supply, conveyance installation testing and commissioning the light fittings of following types made of CRCA with 0.5mm thickness complete with all accessories and lamps etc. directly on wall or ceiling with PVC round block neatly painted to suit the fitting and giving connection with required length of 16/0.20mm 3 core copper conductor flex wire conforming to relevant ISS and giving connections as required. Supply & installation of light fittings on TW round block. 1200 mm 1X20W LED Lamp with box type fixture
811	OD140111/2024-2025:Supplying and providing extra H.G conduit down rod of 19 mm dia 2 x 10 cm long with 16/0.20 mm 3 core copper conductor flex wire conforming to relevant ISS or with the extended original wiring and giving connection etc. as required. -2 x 10 cm
812	OD140113/2024-2025:Supply and fixing/installation testing and commissioning of angle / straight brass lined skirt type, bakelite batten holder Suitable for 8 W LED Bulb without shade including the cost of LED Bulb and giving connection etc as required
813	OD140115/2024-2025:Supply and fixing cast aluminium elliptical shaped bulk head fitting with front clear glass, 13 W LED Bulb and mesh guard suitable for 13 W LED Bulb to wall/ceiling including giving connections with required length of 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiring and making good the surface as required.
814	OD140117/2024-2025:Supply, conveyance, installation, testing and commissioning of Superior quality ceiling fans 1200 mm sweep 5-star rated, using standard accessories excluding resistance type regulator, wiring the down rod with 16/0.20mm PVC insulated and PVC sheathed 650/1100V grade 3 core round copper conductor flex wire or with extended original wiring etc. as required.
815	OD140118/2024-2025:Supply and providing every additional length of 20mm down rod of suitable size heavy gauge GI/WI pipe with 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS including painting as required. (for 10cms)
816	OD140119/2024-2025:Supply, conveyance, installation, testing and commissioning of 300 mm sweep exhaust fans including making opening for providing the exhaust fan wherever required, fixing necessary bolts and nuts, making good the damages etc. as required including giving connections with required length of 24/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS.
817	OD140120/2024-2025:Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant ) 6A modular 5 in one universal plug socket with 6A modular switch
818	OD140121/2024-2025:Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providng and fixing 16 A modular 5 in one socket outlets and 16 A modular switche, connection etc. as required.
819	OD140122/2024-2025:Supply and installation testing and commissioning of double door 40 Amps, 4 (8+12) way three phase dust and vermin proof enclosure MCB DB (with one number 40 Amps 4 pole MCB Isolator 415 V, 12 Nos. 6 to 20 Amps MCBs, one number 4 pole 40A-30 ma ELCB) and giving connection. including copper/brass bus bar neutral link and Din bar suitable for fixing MCB, DB isolator etc. including providing blanking plates in the blanking slots and fixed in recess including cutting hole on the wall, making good the damages, colour washing etc. as required.
820	OD140125/2024-2025:Supply and fixing Buzzer on suitable size MS box with front hylam sheet cover and giving connection with 16/0.20mm 3 core flex wire including earthing the MS box and making good the surface
821	OD140126/2024-2025:Supply, installation/fixing, testing and commissioning industrial type 250V, 20A, 2 pole and earth SP & N GI case enclosure with 2 pole and earth plug socket with pin suitable for incorporating SP MCB (including SP MCB) on surface
822	OD140128/2024-2025:Supply, installation on buildings/compound-walls/poles, testing and commissioning of outdoor 36/40W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)Cost including all fixing arrangements such as clamps bolts nuts etc. complete.
823	OD140129/2024-2025:Supply and drawing 4 mm dia (8 SWG) bare earthing conductors of the following sizes along with wiring/ cables or separately on wall, pipes etc. and giving connection as required.
824	OD140130/2024-2025:Supply and drawing 2 mm dia (14 SWG) bare earthing conductors of the following sizes along with wiring/ cables or separately on wall, pipes etc. and giving connection as required.
825	OD140131/2024-2025:Supply and laying medium gauge PVC conduit conforming to IS 9537/1983 Part III n roof slab, jointing the pipes with PVC solvent cement, tying & fixing the conduit firmly with the re-inforcement etc. as required.
826	OD140134/2024-2025:Supply, installation on buildings/compound-walls/poles, testing and commissioning of outdoor 100W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)Cost including all fixing arrangements such as clamps bolts nuts etc for fixing on the side wall of wet well etc. complete and 6A MCB for controlling the lamp as directed by the Engineer in charge
827	OD176708/2024-2025:External lighting and Electrification arrangements at well sites, pump house, toilet, etc... as per the directions of site Engineer in charge.
828	Appendix-42-PH2 - Corporation Road Restoration work
829	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
830	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
831	5.1.1a:Prime Coat :- Low porosity <br> 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
832	5.2.3a:Tack Coat <br>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.
833	5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> 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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
834	5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> 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 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65)
835	Appendix-43(A)- PH 3 LAYING OF SEWER NETWORK-Cost of Materials
836	100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.
837	OD156638/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 200mm Outer Dia.
838	OD156637/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg, 250mm Outer Dia.
839	OD156636/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,315mm Outer Dia.
840	OD156635/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,400mm Outer Dia.
841	OD156634/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996, 8kg,450mm Outer Dia.
842	OD156633/2024-2025: Supply of HDPE Pipe PE 100 (IS 14333/1996), 8kg, 630mm Outer Dia.
843	100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.
844	OD168014/2024-2025:Cost of PVC & HDPE specials (3 % cost of pipes )
845	Appendix-43(B)- PH 3 LAYING OF SEWER NETWORK-Working Charges
846	100.59.1: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.
847	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
848	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
849	100.1.1: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.
850	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.
851	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.
852	100.1.6:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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 Ordinary Rock.
853	100.3.6.1:Earthwork in open well excavation (above water) for wells of diameter above 3.5m and up to 6.0m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5m including neat banking.
854	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
855	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.
856	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.
857	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
858	100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
859	100.7.3:Bailing out water with engine and pump set above 10HP up to 20HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
860	100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes.
861	OD156654/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 200mm Nominal Outside Diameter Pipes.
862	OD156653/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 250mm Nominal Outside Diameter Pipes.
863	OD156652/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 315mm Nominal Outside Diameter Pipes.
864	OD156651/2024-2025: Laying HDPE pipes (IS : 14333) on land 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: 400mm Nominal Outside Diameter Pipes.
865	OD156649/2024-2025: Laying HDPE pipes (IS : 14333) on land 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.
866	4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
867	7.6.1:Coursed rubble masonry (first sort) with hard stone in foundation and plinth with:Cement mortar 1:6 (1 cement : 6 coarse sand)
868	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
869	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
870	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
871	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
872	5.22.6: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 more
873	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.
874	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.
875	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.)
876	100.98.1008:Engaging Coolie.
877	100.31.1.6: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): 250mm diameter, Class I.
878	18.59.3:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):100 mm dia
879	OD141929/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.45m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, , plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
880	OD141926/2024-2025:Constructing inspection chambers of size 0.45x0.45m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for levelling course below foundation including earth work excavation in all classes of soil,, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
881	OD141928/2024-2025: Constructing inspection chambers of size 0.60x0.60m (inside) and 0.60m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
882	OD141939/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.75m deep with RCC M20 using 20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab, Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundation including earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick with neat cement flush coat, providing necessary slope in the benching towards main sewer, providing provision for connecting main sewer and service connections, conveying, lifting, placing the cover slab in position by suitable means, conveying and disposing the surplus earth with all lead and lift as per drawings and specifications , including the cost of reinforcement , testing the chamber and sulphate resistant cement shall be used for the the construction of inspection chamber
883	OD141927/2024-2025:Constructing inspection chambers of size 0.60x0.60m (inside) and 0.90m deep with RCC M20 using20mm broken stone for floor slab ,RCC M20 slab using 20mm broken stone for removable cover slab,Brick work in CM 1:6 for walls, PCC 1:4:8 using 20mm broken stone for leveling course below foundationincluding earth work excavation in all classes of soil, plastering the inside with CM 1:3, 9mm thick withneat cement flush coat, providing necessary slope in the benching towards main sewer, providingprovision for connecting main sewer and service connections, conveying, lifting, placing the cover slab inposition by suitable means, conveying and disposing the surplus earth with all lead and lift as perdrawings and specifications , including the cost of reinforcement , testing the chamber and sulphateresistant cement shall be used for the the construction of inspection chamber
884	OD141931/2024-2025:Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherevernecessary with all lead and lift.
885	OD141932/2024-2025:Micro tunneling in all classes of soil incudinglaying MS pipe ( 1.2m dia ,10 mm thickness) byusing Universal Navigation System (UNS)aided micro tunneling machine with allaccessories such as slurry pump, feed pump,flow meter,seperation Data for 10 m length unit
886	OD158753/2024-2025:Construction of Anchor blocks using 1:2:4(1 cement 2 coarse sand :4 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 630mm HDPE pipes
887	OD158756/2024-2025:Construction of Anchor blocks using1:2:4 :(1 cement 2 coarse sand :4 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 315mm HDPE pipes
888	OD158757/2024-2025: Construction of Anchor blocks using 1:2:4(1 cement 2 coarse sand :4 graded stone aggregate 20 mm nominal size ,fixing j bolts , ms clamps for 250 mm HDPE pipes
889	OD158758/2024-2025: Construction of Anchor blocks using 1:2:4 (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size for 200 mm HDPE pipes
890	Appendix-43(C) - PH3-LAYING PE PIPES VIA HDD METHOD ABOVE 3 M DEPTH
891	OD162561/2024-2025:Installation of PE pipe between 110mm & 225mm outer dia by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment,preparing new pipe work material making of entry pit and exit pit up to required depth installing new pipe work and commissioning system or making the system or making the system ready for commissioning by HDD operating including all related civil and mechanical works like excavation shoring/strutting etc drilling stringing reaming and pulling back the new pipe work on the designed borne path alignment proper disposal of drilling fluid and back fill of site after completion all inclusive as per Condition HDPE pipes also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected.work to be conducted using 500MHZ and 300MHZ antenna or latest forthe best possible resolution and penetration
892	OD162560/2024-2025:Installation of PE -250mm-315mm mm dia PE pipe by horizontal directional drilling method<br>in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up<br>the plat and equipment, installing new pipe work, testing and commissioning including cost of pipe (6 m line pipe with<br>butt joint all related civil /mechanical works like entry /exits pit as necessary. De watering ,drilling stringing, reaming,<br>pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of<br>pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling og pit and holes by approved borrow<br>material as per specification approved method statement or as directed by engineer in charge.<br><br>also using<br>Ground penetrating radar survey in corridor<br>with to detect buried utilities on the map of<br>corridor with<br>information of locations and<br>depths to the top of various utilities detected<br>.work to be conducted using<br>500MHZ and<br>300MHZ antenna or latest for the best possible<br>resolution and penetration including hydrolic<br>testing
893	OD162559/2024-2025:Installation of PE -355mm-500mm mm dia PE pipe by horizontal directional drilling method in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up the plant and equipment, installing new pipe work, testing and commissioning excluding cost of pipe (6 m line pipe with butt joint all related civil /mechanical works like entry /exits pit as necessary. Dewatering, drilling stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling pit and holes by approved borrow material as per specification approved method statement or as directed by engineer in charge. Also using Ground penetrating radar survey in corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHZ and 300MHZ antenna or latest for the best possible resolution and penetration including hydraulic testing
894	OD162562/2024-2025:Installation of HDPE -560mm-710mm mm dia PE pipe by horizontal directional drilling method in all types of soil above /below water table for pumping /gravity /distribution main including preparing and setting up the plant and equipment, installing new pipe work, testing and commissioning excluding cost of pipe (6 m line pipe with butt joint all related civil /mechanical works like entry /exits pit as necessary. Dewatering, drilling stringing, reaming, pulling back the new pipe on the designed alignment and monitoring by approved guidance system. wastage of pipes, proper disposal of drilling fluid /bentonite slurry. Proper back filling pit and holes by approved borrow material as per specification approved method statement or as directed by engineer in charge. Also using Ground penetrating radar survey in<br>corridor with to detect buried utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHZ and 300MHZ antenna or latest for the best possible resolution and penetration including hydraulic testing
895	Appendix-44-PH 3 CONSTRUCTION OF PUMPING STATIONS
896	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
897	4.1.4: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)
898	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
899	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
900	5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
901	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
902	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
903	OD142015/2024-2025:Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork, curing etc complete.as per the specifications and drawings with alllead and lift as per the direction of departmental officers in charge.
904	5.22.6: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 more
905	OD141983/2024-2025:Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
906	OD141988/2024-2025:Sinking wells above up to 6.00 m dia. and up to 9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.Initial depth upto 1.5m
907	OD141987/2024-2025:Sinking wells above up to 6.00 m dia. and up to 9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 1.5m to 3.0m
908	OD141986/2024-2025:Sinking wells above up to6.00 m dia. and up to 9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 3.0m to 4.5m
909	OD141985/2024-2025:Sinking wells above up to6.00 m dia. and up to 9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 4.5m to 6.0m
910	OD142053/2024-2025:Sinking wells above up to6.00 m dia. and up to 9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 6m to 7.5m
911	OD142034/2024-2025:Sinking wells above up to 6.00 m dia. and up to9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto7.5m to 9m
912	OD176565/2024-2025: Sinking wells above up to 6.00 m dia. and up to9.00 m inside and depth up to 3.00 m below spring level in in 50% all kind of soil and 50% ordinary rocksoil (specify type of soil) to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc. complete.First depth upto 9.00m to 10.5m
913	Appendix-45-PH 3 CONSTRUCTION OF SCREEN CHAMBER AND VALVE CHAMBER
914	OD162104/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00 m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 1.50m below ground level
915	OD162109/2024-2025: Sinking section for screen chamber of internal dimension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 3.00m beyond initial 1.50m depth.
916	OD162108/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 4.50m beyond initial 3.00m depth.
917	OD162107/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 6.00m beyond initial 4.50m depth.
918	OD162106/2024-2025: Sinking section for screen chamber of internal dimmension of 5,00m x 2.5 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 7.5m beyond initial 6.00m depth.
919	OD162105/2024-2025: Sinking section for screen chamber of internal dimmension of 5.00m x 2.50 m as per approved design , drawing specification to the given alignment and to any depth in all kinds of strata including soft rock, including excavation, dewatering until completion of works application of knetledge for alround seating of well , removal of bouldars, burried timbers, trunks,fossils, including depositingthe excavated stuff and stacking of useful materials and disposal of the surplus earth/unsuitable material as directed by the engineer with necessarry shoring and strutting, barricading etcincluding cost of ringbunds/cofferdams/approved suitable arrangementys for diversion of water cours etc. The rate include providing the required equipments, oil lubricants,labour and any other mechanical operationthat may be required in all respects for succesfull completion of work, including cost of materials , tools and plants, machinaries, powersupply at site etc, including all necessarry safety arrangements like danger lighting, fencing etc including cost of all materials and labour charges with all lead and lift etc as per the direction of Engineer for upto 9.00m beyond initial 7.50m depth.
920	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.
921	4.1.4: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)
922	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
923	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
924	OD142367/2024-2025: Reinforcement cement concrete M-30using 20mm&down size (nominal size) broken stone using SRC for raft slab ,well kerb and steining excluding formwork,curing etc complete.as per the specifications and drawings with alllead and lift
925	5.22.6: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 more
926	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
927	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
928	13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
929	13.65.1:Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
930	OD142366/2024-2025: Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
931	Appendix-46-PH 3 CONSTRUCTION OF VALVE CHAMBER
932	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
933	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
934	4.1.4: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)
935	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
936	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
937	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
938	5.22.6: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 more
939	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
940	OD142409/2024-2025: Supplying providing and fixing CI encapsulated steps at 30.00cm c/c in a staggered manner including all labour charges, etc complete as per the instruction of the engineer in-charge.
941	Appendix-47-PH 3 CONSTRUCTION OF CONTROL ROOM AND GENERATOR ROOM
942	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
943	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
944	5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
945	4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
946	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
947	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
948	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
949	5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
950	13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
951	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
952	10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
953	13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
954	5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
955	5.9.20:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
956	50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
957	13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
958	13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
959	13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
960	10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
961	5.22.6: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 more
962	OD149524/2024-2025: Supplying and providing aluminium window with powder coated aluminium sections for frames and shutters with 4mm thick glass
963	10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel 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 works
964	Appendix-48- PH 3 PROVIDING CABLE TRENCHES
965	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 : 8 graded stone aggregate 40 nominal size)
966	4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
967	13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
968	OD142574/2024-2025:supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
969	Appendix-49-PH 3 BATH CUM TOILET
970	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
971	4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
972	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)
973	50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
974	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
975	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
976	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
977	5.22.6: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 more
978	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 : 8 graded stone aggregate 40 nominal size)
979	13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
980	13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
981	13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
982	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
983	13.33.2:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Raised and cut pointing
984	11.41.1: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 500x500 mm.
985	10.5.2:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece
986	17.25.1:Providing and fixing white vitreous china wash basin including making all connectionsbut excluding the cost of fittings:Flat back wash basin of size 630x450 mm
987	17.31:Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
988	17.18.1:Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete.10 litre capacity - White
989	17.2.1: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 cistern, 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 white solid plastic seat and lid
990	18.17.3:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
991	18.9.5:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings.This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge.External work40 mm nominal outer dia pipes
992	Appendix-50(A)-PH 3 PUMPING MAINS-Cost of Materials
993	100.98.122:Supply of DI K9 Pipe Conforming to IS 8329/2000, 450mm Dia.
994	Appendix-50(B)--PH 3 PUMPING MAINS-Working charges
995	100.1.1: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.
996	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.
997	100.1.9: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 Requiring Blasting.
998	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.
999	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.
1000	100.7.4:Bailing out water with engine and pump set above 20HP up to 30HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
1001	100.14.8:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 450mm diameter Ductile Iron Class K-9 Pipes.
1002	18.70.8: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:450 mm dia pipes
1003	OD142701/2024-2025: Labour for cutting D.I. pipe with steel saw. 450 mm diameter D.I. pipe
1004	100.35.8:Testing 450mm DI/CI pipeline with potable water to the required test pressure.450 mm diaObserved Data derived from item no.1027 of PHED DATA
1005	OD142711/2024-2025:5 OD123745/2024-2025Horizontal Direct Drilling HDD 400mm bore along/across SH (near mooriyad bridge), conveying ,jointing and pulling 250mm MS pipe already supplied inside MS casing pipe of 400mm ,with minimum drill length of 50m and at depth not exceeding 3M tr below SH , testing the pipe line to required test pressure ,including surveying the site for collecting information about Underground utility information and other obstructions using suitable modern sensing equipment ,pit making, pilot drilling, pre reaming, closing of pit with normal soil and consolidation as directed by the departmental officers, without damaging other utility installations, Providing HDD rout markers at pit locations with provisions for extending /interconnections to the pipe lines already laid . The drilled hole shall continuously stabilized by use of a bentonite or polymer drilling fluid etc complte
1006	100.37.12.1:In situ fabrication of M.S. pipes of size 450mm (I.D.) using 8mm 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.
1007	100.37.12.2:Fabricating M.S. flanges of diameter 450mm using 16mm 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.
1008	100.37.12.3: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.
1009	100.37.12.4:Welding 450mm (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.
1010	100.37.12.5:Grinding cut and weld edges of 450mm (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.
1011	100.37.14.1:In situ fabrication of M.S. pipes of size 600mm (I.D.) using 8mm 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.
1012	100.37.14.3:Cutting 600mm (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.
1013	100.37.14.4:Welding 600mm (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.
1014	100.37.14.5:Grinding cut and weld edges of 600mm (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.
1015	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
1016	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
1017	5.22.6: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 more
1018	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.
1019	Appendix-51-PH 3 CONSTRUCTION OF MANHOLES
1020	OD142749/2024-2025: Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy duty CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 1.5m ( internal dia-1200mm)
1021	OD142757/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 2.5m ( internal diameter 1200m)
1022	OD142736/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth 3.5m ( internal diameter - 1500mm )
1023	OD142735/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 4.5m ( internal diameter-1500mm)
1024	OD142746/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 6.50m (internal diameter-1500mm)
1025	OD142745/2024-2025:Constructing manholes of different depths as per drawings and specifications on sewer lines and provided with tight fitting approved make heavy CI manhole cover with frame 600 mm dia, embeded into the cover slab, providing provision of encapsulated PVC/CI foot rests @ 30 cm apart in a staggered manner, bottom slab, side wall and cover slabwith RCC M30 with a provision of PCC 1:3:6, 10 cm thick below floor slab, inside to be plastered with CM. 1:3, 12mm thick one coat with a neat cement flushing coat, two coats of anticorrossive bituminous paint to the outside surfaces, providing benching and channelling inside the manhole with CC M30 as per drawings and specifications. The rate shall include earthwork excavation for all leads and lifts, backfilling, de-watering, side protection with steel shoring, provision of pipe connection for inlet, outlet and service connection pipes, providing danger lights, barricades etc.and disposing the surplus earth away with all leads and lifts as directed upto manhole depth upto 5.50m (internal diameter-1500mm)
1026	Appendix- 53 - PH3 - Mechanical, Electrical - Pumpsets, grit chamber screen, generator, transformer & allied works complete
1027	OD142644/2024-2025:Supply, delivery and erection of non-clog sewage submersible pump sets with stainless steel impeller and suitable squiral cage induction motor to pass soft solids upto 50mm size per separate special specification. including cost of required submersible cable to suit the site condition ,starter with control board, Submersible cables required as per site conditions should be supplied with two capacitance type level guards for operating automatically autocoupler SS chain ,guide rail etc for the following duty condition. Motor control Panel: Fabrication supply,conveyance,installation testing and commissioning of floor/wall mounting dust and vermin proof cubicle type MV panel board confirming of the fallowing components/devicess and complying to IS 8623<br>Fabrication of fully partitioned ,dust and vermin proof enclosure for panel assemby as per form 4 of IS 8623 using 2mm CRCA sheet as per approved design and requirement, with front and rear accessembly ,bus bar chembers,hinged doors for all switch gear components ,earthing the door using 4sq.mm braided copper conductor, providing necessary cut-outs for mounting meters,relays,indication lamps,bus bar inter connections etc,detachable covers for busbar chember and cable alley,power coating the assembly after subjecting to 7 tank process etc as required. CRCA sheet alone be used for the fabrication.Angles/flats/slotted angles etc shall not be used forthe fabrication of panel assembly. The panel shaii be provided with base frame from ISMS 75.Necessary barriers and shrouding with 2mm/3mm SMC Sheets shall be provided.Heavy duty neoprene beeding of apropriate sizes shall be used to make the panel dust and vermin proof. The control board should have necessary tripping devices and indicating devices for safety of motor and pumpsets with necessary isolator near the wet well site - lpd and head in m as follow as per actual site condition;Suitable capacity MCCB as incomer, Outgoing;(i): 200A TP MCCB to control the submersible non clog sewerarge pump set-2Nos (inter locked with each other), (b). 160 A TP MCCB to control the capacitor bank - 1 no(c)Providing suitable rating capacitor bank with APFC Panel- 1No.(d)32A TP MCCB spare -1No.; Suitable fully automatic soft starter with integrated bypass contactor and main contactor of reputed make Starting current shall be limited to less than 3 times FLC- N.B: (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary. . (b) Interlocking should be provided for standby pump sets; Cabling ; Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules including cost of flat submersible cable connecting main panel board and submersible pump sets through starter control board as per site condition.connection from suction up to header line.(three year additional replacement warranty additional to 2 years = total 5 year -Including replacement of parts or pump,motors,panel board fully.) -2 nos pumpsets (1 stand by)
1028	OD142390/2024-2025:Supply, delivery and erection of Multistage force Pump 600LPM X 30M head suitable for cleaning the screen chamber,Pumpset during servicing with 16 m of 20 mm dia hose required for operating the pump
1029	100.98.488:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 350mm.
1030	100.98.490:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 450mm.
1031	OD142410/2024-2025:Supply and delivery of 350 mm suitable flexible joint coupling for easy dismantling of delivery pipes and valves with Tie bolts with angular deflection 5 Degree
1032	OD142417/2024-2025:Supply and delivery of breathing apparatus with Oxygen cylinder mask etc complete
1033	OD142416/2024-2025: Supply and delivery of Diaphragm type pressure gauge with necessary S.S tubes and isolating valves
1034	OD142411/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
1035	OD142418/2024-2025:Supply, delivery and erecting of following safety items ,including cost of same.<br>I. Fire extinguisher of 5 Kg capacity (powder type 2 no’s)<br> II. Fire buckets with stand 5no’s<br> III. Electric quality Rubber mat to be laid in front of all the panel boards including starter panels
1036	OD142415/2024-2025:Supply, delivery and erection of 200 mm CIDF Pipes and fittings suitable for the pump set offered and as per drawings enclosed including cost of puddle collars required
1037	OD142573/2024-2025:Supply and delivery of 350 mm Non-Return valve made up of DI and ball of Aluminum with MVR coated for the common header.
1038	OD142414/2024-2025:Supply and fixing of stainless steel screen made of bars of size 50 mm x 10 mm for fixing across the screen chamber channel (fixed type ) at 45 0 inclination for a clear passage of 40 mm solids and suitable for manual cleaning including cost of of screen ,Grab bucket and lifting arrangement material and fixing charges for 1.00m x 1.30m size.
1039	100.31.1.8: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 I.
1040	100.31.1.10: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): 450mm diameter, Class I.
1041	OD142683/2024-2025:Supply , delivery , erecting and maintenance of 2 ton or suitable capacity hand operated pulley block hoist with mono rail traveling on single girder with over head traveling trolley for a clear lift according to site condition for a travel of 9 (well dia+3m) meters or suitable design for erection and easy loading and unloading of Pumps and specials from trucks.
1042	OD142391/2024-2025:Estimate for Mechanical and Allied Electrical works - ELECTRICAL PANELS AND CABLES Supply, Delivery of M.V control panel of wall mounting type made up of 14 SWG M.S Sheet of size to suit the L.T metering arrangements by KSEB. The board is to be supplied with 3 Nos of fuse carriers, MCCB with neutral and earthing arrangements as per I.E rules. Supply and delivery of floor mounting type MV control panel of vermin proof, dust proof, modular type consisting of the following accessories and controls. The control panel shall be of enclosed type and built with compartmentalized modular type cubical. All cubical shall be constructed from 14 SWG, M.S sheet at the bottom and rear and 12 SWG M.S Sheet at front. . The interior and exterior of the panels and compartment shall be treated with one coat of primer and two coats of stove enameled light gray shade suitable for electric applications. The panel should be supplied with 4 nos of copper bus bars of ample carrying capacity properly sleeved with respective colour codes. Set 1 Incoming 1. 150 A MCCB / 35KA with over load, short circuit protection 2. (0-500 v) Voltmeter (w) selector switch -1set3. Ammeter 0-300A with phase selector switch – 1 set 4. 3 phase / 4 wire KWH meter – 1 no5. Earth fault relay – 1 set 6. Slide locking type fuses – 1set Supply and installation of suitable starters in the above pump houseses(7). 63 A TPN MCCB for lighting control and spare – 2noN.B (a) Necessary CTs should be provided for safe guarding the instruments wherever necessary(b) The supply should be terminated through A.M.F panel of Genset offered for Auto start operation during EB power failure with in 15 secs Twin earthing the plant and equipment as per IE roles including cost of GI flats (continuous earthing) etc complete. set 1Cabling Supply ,delivery and laying of following size L.T cable (1.1KV Grade)including jointing material,cable carrier system like trenches,cable trays pipe sleeves etc as per IE rules excluding cost of flat submersible cable connecting main panel board and submersible pump sets thro starter control board and isolator 3 ½ core 35 sq mm armourd aluminum conductor cable of suitable length as per site condition connecting EB pole and EB meter and control panel board m 30 SupplyLighting LoadSupply and completion of required house wiring for accommodating the following including DB panels, cost of wire, cost of PVC conduits, earthing etc. 1. SV lamp to be fixed on the top of control room -1no (250w)2. Industrial type tube lights inside the control room.-8 nos (40w)3. 4 Nos CFL (not exceeding 25 W) at suitable locations with fittings.4. 15 A plug and socket with control switch – 2 nos5. 5 A plug and socket with control switch – 2 nos6. Portable lamp with 25W CFL bulb and 15 M cable-1 no7. Pedestal fan -1 no <br>The above electrical items as per IE rules includes cost of materials such as bulbs and fittings etc. <br>Supply and delivery of silent diesel generator set of 82.5 Kva with AMF panel with suitable engine capacity conforming to relevent IS specifications, water cooled, six cylinders comprising of suitable altemator 3 phase, 0.8PF, 4 pole with panel board, digital type voltmeter, anneter, Hertz meter, kwh meter, MCCB with acoustic enclosure as per CPCP norms including cost of battery charger, cost of battery etc. complete, including cost of cabling, earthing, etc. suitable for outdoor application as per IE rules including cost of platform etc. complete. set 1<br>Air valves<br>Supply and delivery of following safety items ,including cost of same. L SI. Fire extinguisher of required capacity (powder type 2 no’s) II. Fire buckets with stand 5no’s III. Rubber mat to be laid in front of all the panel boards including starter panelsSupply and delivery of tools required for maintenance works including double end spanners, ring spanners, screw drivers,etc including suppley and erection of Diesel Generator
1043	OD142413/2024-2025:Supply and delivery of suitable flexible joint coupling upto 450mm for easy dismantling of delivery pipes and valves with tie bolts with angular deflection 5 degree
1044	OD142412/2024-2025:SS Gates Supplying at site, installation testing and commissioning of all materials, fabricating, fixing and commissioning of spindle operated open channel sluice gates/shutter .Channel sizes as per drawings, tender specifications and as directed by Engineer in Charge
1045	Appendix-54-PH3 - Estimate for Mechanical Items
1046	OD140438/2024-2025:Design, supply, installation, testing and commissioning of 2 metric tonne capacity Hand operated pulley block hoist with monorail travelling on single girder with overhead travelling trolley suitable for hoisting Pump-sets in the wet well. The crane shall be able to travel on a bay length of 7.50m. the unit should be coated with anti corrosive paints. (Dia of well 6m and depth 8.50m)
1047	OD140478/2024-2025:Supplying all materials, fabricating, fixing, testing and commissioning of manual SS screen bar of size 0.95 m1.4 m made of flats having size 50mm10mm and 40mm clear spacing fixing across the screen chamber channel(fixed type) at 45 degree inclination including coat of sreen grab bucket and arrangement for scarping clogged materials as per drawing, tender specifications and as directed by the Engineer
1048	OD140485/2024-2025:Supplying and providing cast iron Sluice gate suitable for circular opening of size 600 mm with rising spindle, frames, brackets, guides, stem guide, stem coupling and wall thimble duly tested for water tightness, properly seated and with manual lift mechanism, operating head stock, hand wheel fixed to the operating platform, locking arrangement painted with anti corrosion paint etc. complete as per relevant codes of practice
1049	100.31.2.4: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): 150mm diameter, Class II.
1050	100.31.2.10: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): 450mm diameter, Class II.
1051	100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
1052	100.98.466:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 450mm.
1053	OD140515/2024-2025:Supply, erection, testing and commissioning of CIDF Delivery pipes of class LA of suitable size including common header and dismantling joint with specials such as Tee, bend, reducers, puddle pipe, rubber gaskets, bolts, nuts, washers etc. complete.
1054	OD140524/2024-2025:Supply, delivery at site, installation, testing and commissioning of brand new approved make non slam characteristic swing check type single door reflux value of 150mm sizes and pressure rating confirming to IS 5312 (Part I) with latest amendments and fixing, jointing, aligning true to line using suitable size nuts, bolts, washers, rubber gaskets with all lead and lifts including cost of all materials labour and painting complete as per approved drawing, tender specification and as directed by the Engineer.
1055	OD140535/2024-2025:supplying and providing checkered plate 6mm thick over the cable trench including painting with a coat of iron primer
1056	OD140547/2024-2025:Supply of essential spares for the smooth running of the pumping unit
1057	OD140546/2024-2025:Supply or required tools for normal maintenance of the pumps.
1058	OD140556/2024-2025:Supply and fixing of Electro magnetic flow meter suitable for remote sensing operation with required pipes,specials and accessories at laminar flow region (full flow)including cost of pit cover slab etc
1059	OD140667/2024-2025:Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 utp 600 mm dia
1060	OD140673/2024-2025:supply, installation testing and commissioning diaphragm pressure gauges suitable for sewage with SS tubes, isolating valves and 150 mm dia dial, suitably calibrated.
1061	Appendix-55-PH3- Estimate for Electrical Items
1062	OD140966/2024-2025:Supply, Delivery at site, Laying in already made trenches/Pipes (including taking to the top of DPs/Single pole/inside panels etc.,), testing and commissioning of 11000 Volts, 3 x 240 mm2 XLPE insulated, PVC sheathed underground cable As per standards and as directed by the Engineer-in-charge.
1063	OD140972/2024-2025:Supply & Delivery at site heat shrinkable type out-door cable end termination kit for 11 KV cables, doing end terminations of cables and connecting the ends to the line/bus etc. as the case may be (including supply of all required materials for jointing) and testing and commissioning as per specifications and as directed by the Engineer-in charge.
1064	OD140987/2024-2025:Supply & Delivery at site heat shrinkable type out-door cable end termination kit for 11 KV cables, doing end terminations of cables and connecting the ends to the line/bus etc. as the case may be (including supply of all required materials for jointing) and testing and commissioning as per specifications and as directed by the Engineer-in charge.
1065	OD141004/2024-2025:Supply, Delivery at site, erection/installation, testing and commissioning of Unitised Substation (USS) consisting of 315 KVA, 11000/433 Volts, 50 Hz, Dry type (Cast resin type) indoor distribution transformer and 11 KV SFU as incomer and 630A 4P MCCB 50kA as out going as per the specifications and as directed by the Engineer-in-charge.
1066	OD141013/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches)- 3.5 x 300 Sq mm cable
1067	OD141025/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications -3.5 x 240 Sq mm cable (excluding the cost of forming trenches) -
1068	OD141029/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications - 3.5 x 185 Sq mm cable (excluding the cost of forming trenches)
1069	OD140539/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications(excluding the cost of forming trenches) - 4 x 16 Sq mm cable
1070	OD140526/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches)-4 x 10 Sq mm cable
1071	OD141037/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 4 x 16 Sq mm cable
1072	OD140545/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 4 x 10 Sq mm cable
1073	OD140550/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 3 x 1.5 Sq mm cable
1074	OD140533/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 4 x 1.5 Sq mm cable
1075	OD141047/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 4 x 2.5 Sq mm cable
1076	OD141064/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable as per standards - 2 x 2.5 Sq mm cable
1077	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
1078	OD141262/2024-2025:Supplying, Providing bedding with m sand for sewer lines as per specifications to be laid wherever necessary with all lead and lift.
1079	OD140954/2024-2025:Laying Class B bricks of size 90 x 90 x 190 mm size, breadth-wise over the sand layer in the cable trench for protection of cables as per the direction of Engineer-in-charge.
1080	18.12.5:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore
1081	18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
1082	OD140874/2024-2025:Supplying and laying 100 mm size, DWC pipe for protection of cable as per requirement
1083	OD140885/2024-2025: Supplying and fixing Aluminium cable trays including bends, crosses, TEEs, reducers, fixing accessories etc. complete for running cables on walls etc. - 300 x 50 mm size
1084	OD140886/2024-2025:Supplying and fixing Aluminium cable trays including bends, crosses, TEEs, reducers, fixing accessories etc. complete for running cables on walls etc. - 450 x 50 mm size
1085	OD141242/2024-2025:Supplying , fixing and wiring earth electrode as per IS:3043 for grounding all equipments using 40mm dia, 2.9mm thick GI pipe 2.5m long buried in a pit with GI funnel with mesh and suitable size reducer fixed on top of the earth electrode. The funnel should be enclosed in a CC chamber 300 x 300 x 300mm size with a cast iron cover. The pit should be filled with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire/ strip of size as per IS specification 732.using 12mm dia bolts, nuts, washers and check-nuts etc. The pipe shall have 16 through holes of 12mm dia. (including all lead and lift)
1086	OD140704/2024-2025:Supplying and running GI Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches -32 x 6 mm GI Strips
1087	OD140901/2024-2025:Supplying and running GI Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches -50 x 6 mm GI Strips
1088	OD140858/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches.4.00 mm bare GI conductor (8 SWG)
1089	OD140854/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. - 4.75 mm bare GI conductor (6 SWG)
1090	OD140851/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 25x 6mm copper strip
1091	OD140853/2024-2025:Supplying and running GI/Copper Wire/Strip of following sizes in trenches, on walls etc. for earthing usingsuitable size clamps, bolts, nuts and washers, etc. as per IS 732. and as per the specifications and direction of Engineer-in-charge. The cost shall include all labour and materials for cutting, bending, drilling etc. complete. but excluding the earth works excavation for trenches. 25x 3mm Copper
1092	OD140921/2024-2025:Supply, fabrication, painting including welding and cutting and installation at site of structural steel for cable tray work, supports for panels etc. including painting 2 coats of anticorrosive paint of superior quality over a coat of superior quality iron primer after rubbing and cleaning the surface as required and directed by the Engineer-in-charge of the work.
1093	OD141002/2024-2025:Providing rubber mat 1M wide and 12mm thick to withstand 15KV dielectric strength as per IS 5424 -1969.
1094	OD141000/2024-2025:Supply and fixing shock treatment chart duly mounted on wooden frame with 5mm thick glass as required. (Approximate front area 1.2 sq.m)
1095	OD140999/2024-2025:Providing and fixing danger plates made of mild steel at least 2mm thick and vitreous enamelled white on both sides and with inscriptions in signal red colour on front side as required.
1096	OD141006/2024-2025:Providing First Aid Box as approved by St.John's Ambulance Brigade/Indian Red Cross conforming to IS 2217 - 1963.
1097	OD141003/2024-2025:Supplying at site rubber gloves of electrical quality tested to 5 KV with ISI mark grooved.
1098	OD141040/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Batten Light Point in the above system.
1099	OD141032/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc .
1100	OD141039/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Independent Plug Point in the above system.
1101	OD141031/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Call Bell Point in the above system.
1102	OD141007/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Staircase Point in the above system.
1103	OD141078/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . - Wiring Batten Light Point in the above system.
1104	OD141033/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials conforming to relevant ISS (IS 2509) using 1.5sq.mm PVC insulated stranded single core copper wire 650/1100V grade conforming to IS 694 part I 1964 with 2.00mm continuous copper earth wire, earth socket crimped to the earth wire, brass bolt and nut etc complete using metal saddles spacing not to exceed 50cm suitable size GI switch boxes with sheet thickness 1.60mm,50mm deep ,modular switches, front plate, modular cover plate, 6A 3 plate ceiling rose, and making good the surface of wall, colour washing etc. complete. All the terminations in the switches and DB's shall be tinned, the wires shall be colour coded as per IS, drawn and fixed along the periphery of the box using suitable ties, tie mounts etc . Wiring Ceiling fan Point in the above syst
1105	OD141079/2024-2025:Supply and wiring points according to IS 732-1989 in medium guage PVC conduit 20mm with specials
1106	OD141152/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 2.5sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in following runs -2 runs
1107	OD141151/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 2.5sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in following runs -4 runs
1108	OD141145/2024-2025:Supply and drawing 650/1100V grade PVC insulated stranded single core copper conductor cable of size 4sq.mm conforming to IS 694/1990 through the existing conduit and giving necessary connections etc as required in 2 runs
1109	OD141207/2024-2025:Supply and fixing/installation testing and commissioning ofangle / straight brass lined skirt type, bakelitebatten holder Suitable for 8 W LED Bulb without shade including the cost of LED Bulband giving connection etc as required
1110	OD141182/2024-2025:Supply and fixing cast aluminium elliptical shaped bulk head fitting with front clear glass, 13 W LED Bulb and mesh guard suitable for 13 W LED Bulb to wall/ceiling including giving connections with required length of 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiringand making good the surface as required.
1111	OD141267/2024-2025:Supply, conveyance, installation, testing and commissioning of Superior quality ceiling fans 1200 mm sweep 5-star rated, using standard accessories excluding resistance type regulator, wiring the down rod with 16/0.20mm PVC insulated and PVC sheathed 650/1100V grade 3 core round copper conductor flex wire or with extended original wiring etc. as required.
1112	OD141157/2024-2025:Supply and providing every additional length of 20mm down rod of suitable size heavy gauge GI/WI pipe with 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS including painting as required. (for 10cms)
1113	OD141149/2024-2025:Supply, conveyance, installation, testing and commissioning of 300 mm sweep exhaust fans including making opening for providing the exhaust fan wherever required, fixing necessary bolts and nuts, making good the damages etc. as required including giving connections with required length of 24/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS.
1114	OD141148/2024-2025:Supply and installation testing and commissioning of double door 40 Amps, 4 (8+12) way three phase dust and vermin proof enclosure MCB DB (with one number 40 Amps 4 pole MCB Isolator 415 V, 12 Nos. 6 to 20 Amps MCBs, one number 4 pole 40A-30 ma ELCB) and giving connection. including copper/brass bus bar neutral link and Din bar suitable for fixing MCB, DB isolator etc. including providing blanking plates in the blanking slots and fixed in recess including cutting hole on the wall, making good the damages, colour washing etc. as required.
1115	OD141164/2024-2025:Supply and fixing Buzzer on suitable size MS box with front hylam sheet cover and giving connection with 16/0.20mm 3 core flex wire including earthing the MS box and making good the surface
1116	OD140931/2024-2025:Supply, installation/fixing, testing and commissioning industrial type 250V, 20A, 2 pole and earth SP & N GI case enclosure with 2 pole and earth plug socket with pin suitable for incorporating SP MCB (including SP MCB) on surface
1117	OD140913/2024-2025:Supply and drawing 4 mm dia (8 SWG) bare earthing conductors of the following sizes along with wiring/ cables or separately on wall, pipes etc. and giving connection as required.
1118	OD140905/2024-2025:Supply and drawing 2 mm dia (14 SWG) bare earthing conductors of the following sizes along with wiring/ cables or separately on wall, pipes etc. and giving connection as required.
1119	OD140902/2024-2025:Supply and laying medium gauge PVC conduit conforming to IS 9537/1983 Part III n roof slab, jointing the pipes with PVC solvent cement, tying & fixing the conduit firmly with the re-inforcement etc. as required.
1120	OD140696/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches, cable trays, pipes etc. but including the cost of clamps and all other materials for properly fixing the cables.) - 4 x 2.5 Sq mm cable
1121	OD140695/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches, cable trays, pipes etc. but including the cost of clamps and all other materials for properly fixing the cables.) - 2 x 2.5 Sq mm cable
1122	OD140694/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches, cable trays, pipes etc. but including the cost of clamps and all other materials for properly fixing the cables.) - 4 x 1.5 Sq mm cable
1123	OD140693/2024-2025:Supplying and laying brand new 660/1100 Voltage grade PVC insulated, PVC sheathed Copper cable confirming to IS 1554 (Part I) & is 7098 Part I) of following sizes in built up trenches, on walls with clamps, through pipes, through cable trays etc. as the case may be as per specifications (excluding the cost of forming trenches, cable trays, pipes etc. but including the cost of clamps and all other materials for properly fixing the cables.) - 3 x 1.5 Sq mm cable
1124	OD140862/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 3.5 x 185 Sq mm cable
1125	OD140850/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 3.5 x 240 Sq mm cable
1126	OD140848/2024-2025:Supply of all materials, providing tinned copper lugs of suitable sizes, terminating LT cable and glanding and earthing the glands of following sizes 660/1100 Voltage grade PVC insulated, PVC sheathed Aluminium cable as per standards - 3.5 x 300 Sq mm cable
1127	OD140845/2024-2025:Supply, installation on buildings/compound-walls/poles, testing and commissioning of outdoor 100W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)Cost including all fixing arrangements such as clamps bolts nuts etc for fixing on the side wall of wet well etc. complete and 6A MCB for controlling the lamp as directed by the Engineer in charge.
1128	OD140841/2024-2025:Supply, installation on buildings/compound-walls/poles, testing and commissioning of outdoor 36/40W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)Cost including all fixing arrangements such as clamps bolts nuts etc. complete.
1129	OD140835/2024-2025:Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providng and fixing 16 A modular 5 in one socket outlets and 16 A modular switche, connection etc. as required.
1130	OD140834/2024-2025:Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant ) 6A modular 5 in one universal plug socket with 6A modular switch
1131	OD140832/2024-2025:Supplying and providing extra H.G conduit down rod of 19 mm dia 2 x 10 cm long with 16/0.20 mm 3 core copper conductor flex wire conforming to relevant ISS or with the extended original wiring and giving connection etc. as required. -2 x 10 cm
1132	OD140829/2024-2025:Supply, conveyance, installation, testing and commissioning the light fittings of following types made of .5mm thick CRCA sheet accessories and lamps etc. including supplying and fixing ball and socket arrangements on PVC round block, suspension down rod of 19mm dia MS conduit up to 2x30cm length including painting and wiring the down rod with 16/0.20mm 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiring and giving connections etc. a required. Supply & installation of light fittings suspended on ball & socket arrangement with 19 mm down rod.1200 mm 2X20W LED Lamp with box type fixture
1133	OD140660/2024-2025:Supply, conveyance installation testing and commissioning the light fittings of following types made of CRCA with 0.5mm thickness complete with all accessories and lamps etc. directly on wall or ceiling with PVC round block neatly painted to suit the fitting and giving connection with required length of 16/0.20mm 3 core copper conductor flex wire conforming to relevant ISS and giving connections as required. Supply & installation of light fittings on TW round block. 1200 mm 1X20W LED Lamp with box type fixture
1134	OD176709/2024-2025:External lighting and Electrification arrangements at well sites, pump house, toilet, etc... as per the directions of site Engineer in charge.
1135	Appendix -56- PH 3 CORPORATION ROAD RESTORATION WORK OF SEWER AND PUMPING MAINS
1136	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
1137	4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
1138	5.1.1a:Prime Coat :- Low porosity <br> 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
1139	5.2.3a:Tack Coat <br>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.
1140	5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> 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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
1141	5.12.A.3.2a:Seal Coat - Manual Means - Type C - Bitumen S-65 <br> 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 <br> A. By Manual Means :- Case - III : Type C <br> (II) Bitumen (S-65)
1142	Appendix -57-APPENDIX E - Additional works for balance Manhole raising, Finding out the covered manholes due to tarring and Road Restoration charges and allied works (PH1,PH2,PH3)
1143	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
1144	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.
1145	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
1146	4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
1147	OD148022/2024-2025:supply of manhole cover with frame heavy duty
1148	OD148026/2024-2025: conveying and fixing 600 mm dia man hole cover frame and ( taking manhole cover from the existing man hole cover and fixing new frame ) etc complete
1149	100.98.1008:Engaging Coolie.
1150	4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
1151	100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
1152	100.47.3.4:Leak rectification work in 160mm 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 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 damage to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, ribbon fencing, lighting, 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: C.I.R. Jointing.
1153	100.49.1.3:Rectification of joint leakages in 200mm D.I. Pipe (cutting, removing and laying back a length of 1.0m from one side of the joint) including earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, by cutting and removing a portion of pipe from the damaged joint without causing any damages to the remaining portion of the line and specials and replacing the pipe with mechanical and tyton joint after cleaning the ends, centering the pipe, providing the joints, testing the line to the required test pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other utilities, including the charges of hire and conveyance of tools, plants and materials to the leak site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion but excluding cost of mechanical joint and as per the direction of departmental officers etc., complete.
1154	Design Vetting, Mapping & Geotagging of STP & Network.
1155	OD176688/2024-2025:Design and Vetting charges for Sewerage network of length 49.75Km, design of sewage collection well, Pump house, Manholes, Stilling chamber, Compound wall, Retaining wall, Sewerage pump etc.. including Soil investigation etc. complete.
1156	OD176689/2024-2025:Geotagging of sewage manholes and sewage collection well and pump house and preparing as laid drawings as per the direction of departmental officers.
1157	OD176691/2024-2025:Mapping of Network area and Sewer connection using GIS

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Tender For Amrut-Sewerage System To Kozhikode Corporation - Zone B Phase 1-Package 1--Amrut 2.0 - Design, Construction, Commissioning, Operation And Maintenance Of 27 Mld Capacity Sewage Treatment Pant With Co-Treatment At Sarovaram & Network In Kozhikod, Kozhikode-Kerala

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Tender For Amrut-Sewerage System To Kozhikode Corporation - Zone B Phase 1-Package 1--Amrut 2.0 - Design, Construction, Commissioning, Operation And Maintenance Of 27 Mld Capacity Sewage Treatment Pant With Co-Treatment At Sarovaram & Network In Kozhikod, Kozhikode-Kerala

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