JJM-3rd SLSSC - Ranni- Perunad Panchayath- WSS to Seethathode Panchayath and Nilakkal Plappally area in Perunad panchayath - Phase II package 3 -Laying DI pumping main from Sump at Plappally to G.L.S.R at Lahai, DI Gravity line to Thulappally, supply

App -A- Laying DI pumping main, gravity main, distribution etc.

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.

15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)

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.

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.

100.2.7:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited.

100.1.13:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited.

100.4.1:Excavating in hard rock for trenches by blasting for laying pipes and stacking useful materials for measurements and disposing unserviceable materials within the initial lead of 50m and lift up to 1.50m (depth from 0.0m to 1.50m) and providing protection by earth filled cement bags during blasting to avoid damages to nearby structures (200 Nos. of earth filled cement bags for 10m3 of blasting)

OD171075/2025-2026:Demolishing rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50M lead as per direction of Engineer-in-charge and reusing the same rubble after the laying of the pipelines by leveling up with cement mortar (1 cement: 6 coarse sand) excluding the cost of rubble.

100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.

100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore.

100.12.9:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore.

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.

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.

100.14.3:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 200mm diameter Ductile Iron Class K-9 Pipes.

100.9.9: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): 110 mm nominal outside diameter pipes.

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

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

18.70.3: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:200 mm dia pipes

100.37.5.1:In situ fabrication of M.S. pipes of size 100mm (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.

100.37.6.1:In situ fabrication of M.S. pipes of size 150mm (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.

100.37.7.1:In situ fabrication of M.S. pipes of size 200mm (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.

100.37.5.4:Welding 100mm (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.

100.37.6.4:Welding 150mm (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.

100.37.7.4:Welding 200mm (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.

100.37.5.3:Cutting 100mm (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.

100.37.6.3:Cutting 150mm (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.

100.37.7.3:Cutting 200mm (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.

OD171086/2025-2026:Cutting 100mm dia DI Pipes diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of the cut ends etc complete

OD171071/2025-2026:Cutting 150mm dia DI Pipes diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of the cut ends etc complete

OD171079/2025-2026:Cutting 200mm dia DI Pipes diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of the cut ends etc complete

100.37.5.5:Grinding cut and weld edges of 100mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.

100.37.6.5:Grinding cut and weld edges of 150mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.

100.37.7.5:Grinding cut and weld edges of 200mm (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.

OD171087/2025-2026:Fabricating MS flanges of diameter 80 mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.

100.37.5.2:Fabricating M.S. flanges of diameter 100mm 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.

100.37.6.2:Fabricating M.S. flanges of diameter 150mm 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.

100.37.7.2:Fabricating M.S. flanges of diameter 200mm 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.

OD171085/2025-2026:Providing flanged joints to 80 mm diameter GI pipes and specials, including testing of joints:<br>

OD171077/2025-2026:Providing flanged joints to double flanged 100mm GI pipes and specials, including testing of joints:<br>

OD171078/2025-2026:Providing flanged joints to double flanged 100mm MS pipes and specials, including testing of joints:<br>

OD171076/2025-2026:Providing flanged joints to double flanged 150mm MS pipes and specials, including testing of joints:<br>

OD171073/2025-2026:Providing flanged joints to double flanged 200mm MS pipes and specials, including testing of joints

18.30.2:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:100 mm diameter pipe

18.30.4:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe

18.30.5:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe

OD171081/2025-2026:Laying in position double-flanged 80 mm dia GI Pipes

OD171070/2025-2026:Laying double-flanged GI pipes of 100mm

OD171074/2025-2026:laying double-flanged 100 mm MS pipe

OD171066/2025-2026:laying double-flanged 150mm MS pipe

OD171080/2025-2026:laying double flanged 200 mm MSpipe

18.73.1:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :100 mm dia Ductile Iron Double Flanged

18.73.2:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :150 mm dia Ductile Iron Double Flanged

18.73.3:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :200 mm dia Ductile Iron Double Flanged

100.35.1:Testing 100mm DI/CI pipeline with potable water to the required test pressure 100 mm dia

100.35.2: Testing 150mm DI/CI pipeline with potable water to the required test pressure 150 mm dia Observed Data derived from item no.1018 of PHED DATA

100.35.3:Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia Observed Data derived from item no.1020 of PHED DATA

100.32.1:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 25mm Single Acting Air Valve.

100.32.3:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 50mm Double Acting Air Valve.

100.31.1.1: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): 80mm diameter, Class I.

100.31.1.2: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): 100mm diameter, Class I.

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.

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.

OD171082/2025-2026:Surveying, Designing, Supplying and fixing of suitable Zero Velocity Valve having following conditions - SIZE – 150/200 mm Dia, MATERIAL OF CONSTRUCTION – M S Fabricated, MOUNTING – Flange, ACTUATION - Self actuated by velocity of water, PRESSURE CLASS – Upto 40 Kg/Cm2, SEALING - Metal – to – Metal.

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

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 (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

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 derived from natural sources)

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.

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

100.41.40:Supply, stacking, spreading and consolidating of Red earth in the trench of pipe line for cushion including carriage, loading, unloading & stacking up to any lead.

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

18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia

OD171088/2025-2026:GIS mapping, Drawings soft copy and hard copy submitted on each bill, and finally submitted the full data.GIS mapping coordinates of regular intervals regarding sizes and locations of pipes, valves, and other all attributes in order to proper asset management and future servicing of the system and in order to upload in Google map.Drawings soft copy and hard copy(4Nos) with final bill .As per the Circular issued by the CE)SR) The GIS map soft copy and hard copy to be submitted to Jalabhavan (GIS wing) through the concerned EE in order to upload to the web site

OD182077/2025-2026:Conducting Dry density test of back filled portion by Govt. Engineering Colleges, including cost of conveyance, consumables, lab test, labour and other incidental charges etc.. complete.

App -C- Supply and erection of clear water pump sets at Plappally sump for pumping to Lahai

100.37.6.1:In situ fabrication of M.S. pipes of size 150mm (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.

100.37.6.2:Fabricating M.S. flanges of diameter 150mm 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.

100.37.6.4:Welding 150mm (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.

100.37.6.5:Grinding cut and weld edges of 150mm (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.

18.30.4:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe

App -D- Construction of 3.5LL Capacity break pressure Tank between Plappally and Thulappally.

2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

OD171098/2025-2026:Providing dowel bars using 16 mm dia TMT bars 0.6 m long including drilling holes to a depth of 0.30 m ,filling holes with cement grout ,fixing the bars vertical etc including cost of steel, cement, labour charges for drilling ,filling the holes with grout etc complete

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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

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)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum

5.33.2.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum

5.33.2.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum

4.12:Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .

OD171099/2025-2026:Supplying and fixing 200 mm DI wall casting pipe

OD171102/2025-2026:Providing and fixing of 150mm dia D.I. Wall cast pipe including all incidental charges etc... as per the direction of departmental officials.

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

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

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.

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

19.18.1:Supplying and fixing C.I with out frame for manholes:455 x 610 mm rectangular C.I cover ( light duty ) the weight of the cover to be no less than 23 kg

10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

100.36.1:Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete.

OD171103/2025-2026:Supplying and erection of lightning arrester. with a nominal discharge current . with galvanized clamping arrangement, G.I. bolts, nuts, washers etc. as required.with all connection procedure.

50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete

13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).

OD171101/2025-2026:Providing GI gate with 40 mm GI pipe from 16 mm MS rod for grilling including cost of materials labour charges for fabrication work welding charges cost of locking arrangements cost of concrete for fixing the gate conveyance etc. complete for a size of 4 mx 1.50 m

OD171104/2025-2026:Providing ventilation over roof slab of sump using GI pipe Tee, bend etc. take 30 cm 100 mm GI pipe & suitable no. of Tee & bends

OD171100/2025-2026:Making water level indicator in aluminum corrugated sheet of size 350x50 mm with vinyl printing and providing in the side of tank with MS angle and fixing PVC pipe in side tank for connecting pulley and float valve including cost and conveyance etc. complete

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)

13.71:Lettering with black Japan pint of approved brand and manufacture

OD171105/2025-2026:Charges for preparation of Good For Construction (GFC) drawings (both structural & architectural) through an accredited Structural Engineer/Govt. Accredited Agency after conducting Soil Investigation at site. The charges include the vetting charges for M/s WASCON/similar Govt. Accredited Agency, submission of 3 set of minimum A2 size Drawings for vetting by WASCON, soft copy of drawing in AUTOCAD and any other design consultation charges complete as per direction of Departmental Engineer - In - Charge of the work.

OD171106/2025-2026:Supplying and fixing C.I with cover and frame for manholes;560 mm diameter (heavy duty) the weight to be not less than 208Kg.

App -E5- Concrete Road

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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

App -F- Supply of Materials.

100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.

100.98.446:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 50mm.

OD171093/2025-2026:SLUICE VALVE 80 mm PN3.0(30KG/CM2) as per IS specification.

OD171091/2025-2026:SLUICE VALVE 100mm PN3.0(30KG/CM2)as per IS specification.

OD171097/2025-2026:SLUICE VALVE 150 mm PN3.0(30KG/CM2)as per IS specification.

OD171092/2025-2026:SLUICE VALVE 200mm PN3.0(30KG/CM2)as per IS specification.

OD171095/2025-2026:Supplying heavy duty GI pipe 50 mm Class C ( 6.17kg/m ) with specials

OD171096/2025-2026:Supply of 80 mm GI pipe (m)as per IS specification.

OD171090/2025-2026:Supply of 100 mm GI (m)as per IS specification.

OD171094/2025-2026:Cost of GI specials (Bends,Tee,coupler, Tailpiece,end caps,CID/CIR etc )5% cost of pipe.

100.98.115:Supply of DI K9 Pipe Conforming to IS 8329/2000, 100mm Dia.

100.98.116:Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia.

100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia.

OD181855/2025-2026:Supply of 110 mm pvc 12.5 kg/cme as per IS specification.

OD171089/2025-2026:Cost of PVC specials (Bends, Tee, coupler, Tailpiece, end caps, solvent cement etc )3% cost of pipe.

App -G1- Supply and Fixing of Pressure Relief Valves

OD171065/2025-2026:Supplying and fixing suitable Pressure relief valve including design sheet design sheet to 110mm PVC Pipe / 100 mm GI Pipe and 90 mm PVC Pipes and 80 mm GI Pipes having following specifications as per the direction of departmental officials. Type - Spring loaded, Angle pattern, Size - 100 mm /80 mm, Pressure - 150#, 300#,600#, 900#, 1500#, 2500# , MOC - CS, SS304, SS316 (As per application) , Orifice - AS per API , Over pressure - AS per API , Blowdown Pressure - As per API , End connection - Flange end , Bonnet type - Close bonnet / Open bonnet , Lever operated ( optional) , IBR Approved

App -G2- Supply and Fixing of Pressure Reducing Valve

OD171107/2025-2026:Installation of heavy duty pressure reducing valve as per design sheet and ISspecification near BREAK PRESSURE Tank area for serving water to the Nearby inhabitants

100.12.6:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 50mm diameter nominal bore.

KERALA WATER AUTHORITY

LETTER SUBMITTING THE TENDER

Name Of The Firm / Contractor

Ref. No.

Place

Ref: Your tender Notification No

on behalf of

the duly authorized persons(s) in my/our official capacity as.

of the aforesaid

hereby submit

this tender for your consideration. I / we have read and understood all conditions of this document in full spirit and meaning. I/We hereby agree to accept all the conditions put forth in the succeeding pages of this document without any deviations or with the exceptions, which may be expressly admitted and accepted by the tender accepting authority before the award of work. Preliminary agreement duly executed and signed in Rs.200/- worth stamp paper is also enclosed. Copy of the specifications duly signed is also enclosed.

EMD for Rs

in the form of Call deposit / Fixed Deposit/ DD of Branch

Bank in favour of

Engineer,

Region/Circle

is enclosed.

I/We further agree to complete the whole work in all respects within 12 months from the award of work.

I/We agree to keep the tender open for acceptance for a period of 4 months from the last date prescribed for submission of tender.

I / We agree that Authority shall without prejudice to any other right or remedy be at liberty to forfeit the said earnest money absolutely if

The tender submitted is fully in accordance with NIT and I / we agree to all NIT conditions and such other conditions prevailing in KWA in toto.

I have not included any conditions in quoting for this tender.

(Office Seal)

Signature with Name and designation

Note:This is an electronic document, so signature is not needed

KERALA WATER AUTHORITY

PARTICULARS SHOWING STATUS OF TENDERER

Bid No.

Name of tenderer

Address

Status of the tenderer/individual or public Ltd. Co. or private Ltd Co. or registered Partnership concern or proprietary concern

Name and address of Chairman of Board of directors and managing Director/managing partner (in case of partnership concern) or Proprietor (in case of proprietary concern) [Memorandum of articles and Authorization/attested copy of duly registered Partnership deed with proof of registration]

Whether the tenderer is a registered contractor of any State /Central Government Department. (CPWD.MES, Railway etc) or local bodies (ie Port Trust, District Board, Municipality or a statutory body) with Reg. No. and year and issuing authority.

Name and address of two persons responsible (preferably Senior Engineer Officers of a Government Department, Quasi Government organization or a local body), to whom reference can be made regarding experience and performance.

Whether authorization to act on behalf of the firm presented or not

KERALA WATER AUTHORITY

FORMAT Q. 1

Bid No.

RECORDS OF MAJOR WORKS COMMENCED AND COMPLETED BY THE TENDERER AND HIS PARTNERS/ ASSOCIATES DURING THE PAST FIVE YEARS (INCLUDING WORKS IN KERALA WATER AUTHORITY)

Name of the Firm/Contractor

KERALA WATER AUTHORITY

FORMAT Q. 2

Bid No.

PARTICULARS OF SIMILAR WORKS COMMENCED AND COMPLETED BY THE TENDERER AND HIS PARTNERS/ASSOCIATES DURING THE PAST FIVE YEARS USE SEPARATE PHOTOCOPIED SHEET FOR EACH PARTNER AND FOR EACH YEAR

Name of the Firm/Contractor

KERALA WATER AUTHORITY

FORMAT – Q3

Bid No.

STATEMENT SHOWING THE VALUE OF WORKS TAKEUP COMPLTED AND PAYMENT RECEIVING DURING THE PAST FIVE YEARS (YEAR WISE) (INCLUDING WORK IN KERALA WATER AUTHORITY)

Name of the Firm/Contractor

KERALA WATER AUTHORITY

FORMAT Q.4

Bid No.

IDENTIFICATION AND FINANCIAL DATA SHEET

Name of tender/firm

Nationality/ Country of incorporation and year of incorporation.

Type of incorporation (Necessary documents duly attested should be attached as proof or registration)

Registered Office/Head Office

Address

Local Office Address

Principal Officers who manage the work from Head Office

Title/Position

Date appointed

Title/Position

Date appointed

Title/Position

Date appointed

Principal Officers in Local/Site office

Title/Position

Date appointed

Title/Position

Date appointed

Title/Position

Date appointed

Local Associate firms or Agents

Total liabilities (Rs.)

Total Assets (Rs.)

Current Liabilities (Rs.)

Bank Overdrafts (current) (Rs.)

Net worth (from latest balance sheet) (Rs.)

Annual turnover for last three years

(to be given separately for each year)

First Year (Rs.)

Second Year (Rs.)

Third Year (Rs.)

a) Average Annual Turn Over (Rs.)

Share holders/own funds (Rs.)

Liquid assets (Rs.)

Stock outstanding (Rs.)

Current Assets (Rs.)

Bank Reference (attach Separately) (Rs.)

Current credit resources/ OD facility (Rs.)

Solvency amount (Rs.)

Bonding capacity Name of institution (s) Bondable amount

Member of consortium from Republic of India, if any Date of consortium established

Value of usual contracts for which Firm would tender

Maximum (Rs.)

Minimum (Rs.)

Signature

Note: 1. In case the tenderer is not a public limited company, solvency certificate from a Nationalised/Scheduled Bank shall be furnished in Q4A.

2. All the data furnished above shall be as at 30 days or less number of days prior to the last date of submission of bid.

TENDERER

KERALA WATER AUTHORITY

FORMAT Q.4A

FORM OF CERTIFICATE

E-TENDER No: 06/2025-26/KWA/PHC/TVLA(RT1) (As per PRICE 3 TENDER NO: WRD/KWA-CE (SR)/TR/17539/2023_26_1_1/RC 1)

Name of the Firm/Contractor

KERALA WATER AUTHORITY

Based on the collateral security produced on movable and immovable property of following descriptions appended to this certificate, I (name) ………………………………………….

(designation)………………………………………………………………..of ……………………………bank………………..place……………………………………hereby vertify I may official

capacity that Sri./Smt.(name and address)………………………………………………………………………………

…………………………..registered as…………class contractor of Kerala Water Authority as per the certificate

of registration produced by himk before me is solvent for an amount of Rs………………..rupees………………….

(inwards) as on today.

Acc: Name

Sd/- Designation

(Office seal)

Counter signed by the tenderer

Note the list mentioned above shall be attested by the signatory of bank and countersigned by the tenderer

TENDERER SUPERINTENDING ENGINEER

KERALA WATER AUTHORITY

FORMAT - Q5

Bid No.

CONSTRUCTION PLANT AND EQUIPMENT DETAILS OF EQUIPMENTS, WHICH SHALL BE USED FOR THIS WORK

Name of the Firm/Contractor

The tenderer hereby confirms that the quantity and type of equipment he shall deploy for construction shall not be less than listed above,

and agrees to more equiptment if so warranted in the opinion of theEngineer in charge, at no extra cost to the KWA.

TENDERER

KERALA WATER AUTHORITY

FORMAT - Q6

Bid No.

Name of the Firm/Contractor

DETAILS OF PERSONNEL WHO WILL BE EMPLOYED BY THE TENDERER FOR THIS WORK

The tenderer hereby confirms that the above personnel shall be employed for the purpose of this work and also any additional staff, which in the opinion of the

Engineer in charge, shall be employed by the contractor for the satisfactory completion of this work.

SUPERINTENDING ENGINEER

TENDERER

KERALA WATER AUTHORITY

FORMAT Q7

Bid No.

Name of the Firm/Contractor

PROJECTWISE EXPERIENCE OF WATER TREATMENT PLANT / SEWERAGE TREATMENT PLANTS

Name of the project and location

KERALA WATER AUTHORITY

FORMAT - Q8 RECORD OF ARBITRATION & LITIGATION

Bid No.

The applicant shall record chronologically any dispute he had with any of his previous clients during the last 10 years, whether arbitration or litigation and also indicate the nature, duration and amount of claim involved in such cases

Name of the Firm/Contractor

Nature of dispute