Jala Jeevan Mission - 2021-22 - Augmentation of WSS to Nattika Firka - Phase II - Providing distribution network and FHTC to Valappad Panchayath

Amount

Providing distribution network and FHTC

Distribution Strengthening Supplying PE pipe PE 100, PN8, 160 mm - 20248m, PE pipe PE 100, PN8, 140 mm - 267m, PE pipe PE 100, PN8, 110 mm - 2136m, PE pipe PE 100, PN8, 90 mm - 65324m (PE pipes conforming to IS 4984/2016), uPVC pipe, 75 mm (6kg/cm2) - 10924m, uPVC pipe, 63 mm (6kg/cm2) - 6589m, uPVC pipe, 50 mm (6kg/cm2) - 1974m (uPVC pipes conforming to IS 4985/2000), 150 mm GI Pipe (M) - 300m, 125 mm GI Pipe (M) - 12m, 100 mm GI Pipe (M) - 36m, 80 mm GI Pipe (M) - 900m, 65 mm GI Pipe (M) - 162m, 50 mm GI Pipe (M) - 126m, 40 mm GI Pipe (M) - 30m, 150mm CI D/F sluice valve with hand wheel PN 1.6 - 10nos., 100mm CI D/F sluice valve with hand wheel PN 1.6 - 2nos., 80mm CI D/F sluice valve with hand wheel PN 1.6 - 42nos. 80mm CI D/F sluice valve with cap PN 1.0 - 10nos. (Sluice valves conforming to IS 14846-2000), 65mm gun metal gate valve with CI wheel - 7nos, 50mm gun metal gate valve with CI wheel - 4nos, 40mm gun metal gate valve with CI wheel - 2nos, 25mm CI air valve, Single orifice, small orifice Type S1- 35 nos (Air valves conforming to IS 14848-2000), including all specials like reducers, tail pieces, bends, tees, couplings, DI/MJ collar, etc. complete required for the satisfactory completion of the work as per the direction of Departmental Officers in Charge and scope of work and conveying, laying, fixing, cutting, jointing (flanged /electro-fusion joints), testing, commissioning, maintaining (PVC/PE pipe/valves and specials) according to the alignment, dismantling RR/concrete structures, other hurdles if any on the alignment and reconstructing the same after construction as per direction of the departmental officers in charge, including excavating trenches in all kinds of soil and refilling the trenches after laying with consolidating each layer, cutting the bituminous / concrete roads with cutting machine for pipe lines, dismantling manually/by mechanical means including stacking of serviceable material and disposal unserviceable materials as directed, fencing, close tibmering, providing flanged joints and testing, testing PVC/PE/GI pipes with potable water to required test pressure, dismantling and reconstructing RR masonry in CM of culvert/retaining wall, demolishing RCC work manually/by mechanical means including stacking of steel bars and disposal of unserviceable materials, taking connection from existing line, providing protection tube for sluice valves & air valves, construction of granular sub-bade by providing close graded materials conforming to specifications etc. complete as per the direction of departmental officers in charge and scope of work. Construction of Valve chambers - 10 Nos. Construction of Valve Chambers of suitable size including earth work excavation in all kinds of soil, providing and laying in position cement concrete upto plinth level in CC 1:3:6, providing and laying in position RCC upto plinth level in RCC 1:1.5:3 for cover slab, providing and laying in position RCC upto plinth level in CC 1:2:4 for base slab,side wall etc., centering, shuttering, strutting, propping, removal of form etc for base slab, side wall, cover slab etc. complete. including cost of steel reinforcement of TMT grade Fe-500D or more including straightening, cutting, bending, placing in position and binding etc. for RCC works, Plastering 12mm thick the base slab, side walls, cover slab with cement mortar 1:4 etc. complete required for the completion of the work as per the direction of departmental officers in charge and scope of work.

Providing FHTCs in various wards - 2799 Nos. Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC /HDPE mains up to 200 mm dia. - 2799 nos., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil, Cutting the bituminous / concrete roads with cutting machine for pipe lines, Dismantling bituminous road by manually or mechanical means for providing water service connection and disposing the materials including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of all materials and labour charges etc., Providing and laying additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe - 13995m. and specials and testing the joints etc., by trenching and refilling in all kinds of soil including all charges, Providing 15mm PVC Tap - 2799nos in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of all materials and labour charges, Providing 20mm (1/2 inch) PVC Air Valve - 2799nos. in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of all materials and labour charges including excavating trenches and refilling the trenches after laying with consolidating each layer etc. Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled materials, Providing and laying in position CC 1:3:6 for road restoration, etc complete for the satisfactory completion of the work as per the direction of departmental officers in charge and scope of work .

Street Main Extension Supplying 63mm PVC pipe 6kg/cm2 - 1000m, 50mm PVC pipe 6kg/cm2 - 1500m with all the specials etc. complete required for the satisfactory completion of the work as per the direction of departmental Officers in Charge and scope of work and conveying, laying, fixing, jointing, testing, commissioning, maintaining (PVC pipe and specials) according to the alignment, dismantling RR/concrete structures, other hurdles if any on the alignment and reconstructing the same after construction as per direction of the departmental officers in charge, including excavating trenches in all kinds of soil and refilling the trenches after laying with consolidating each layer, fencing, testing pipes with potable water to required test pressure, taking connection from existing line etc. including all charges of loading, transporting, unloading etc. complete as per the direction of departmental officers in charge and scope of work.

Strengthening of OHSR Strengthening of existing OHSR including clearing jungle, washing OHSR/GLSR using bleaching powder, PU injection - holes drilled on the wall/ceiling whatever cracks observed and polyurethene grout is injected to holes with a guarantee of 10 years against any leackage, providing water proofing material in whole surface of the floor & side wall of the tank inproportion, dismantling old plaster or skirting raking out joints and cleaning the surface including disposal of rubbish, repairs to plaster of thickness 12mm to 20mm in patches in CM 1:4, providing and fixing double scaffolding system (cup lock type) on the exterior side including all charges, supplying and fixing mechanical water level indicator- 1no etc. including all charges of loading, transporting, unloading etc. complete as per the direction of departmental officers in charge and scope of work.

NH Crossing works by HDD method - 46m. Supplying 160mm PE pipe PE100 PN10 conforming to IS 4984/2016 - 46m, 160mm uPVC pipe 6kg/cm2 conforming to IS 4985/2000 - 150m, 150mm CI D/F sluice valve with cap PN 1.6 conforming to IS 14846/2000 - 2nos with all the specials etc. complete required for the satisfactory completion of the work as per the direction of departmental Officers in Charge and scope of work and conveying, laying, fixing, jointing, testing, commissioning, maintaining (PVC/PE pipe and specials) according to the alignment, dismantling RR/concrete structures, other hurdles if any on the alignment and reconstructing the same after construction as per direction of the departmental officers in charge, including dismantling bituminous road manually/by mechanical means including stacking of serviceable material and disposal unserviceable materials as directed, demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal unserviceable materials as directed, creation of 400mm dia reamer hole and pulling 160mm dia HDPE pipe using HDD methode including all charges- 46m., bentonite arrangement for execution of HDD works at site, disposal and removing of used (spent) bentonite slurry out flowing through drilled holes by lorry, sealing of holes in manholes after HDD laying etc. with suitable adhessive material and making water tight, fencing, providing steel sheet shoring to the sides of the trenches, bailing out water, engaging coolie for bailing out/controlling traffic etc, laying HDPE pipe using electro-fusion welding, joining 160mm HDPE pipe with 160mm PVC pipe in trenches to lines and levels using flanged joint, fabricating MS pipes/specials of size 300mm (ID) using 8mm thick MS plate including all charges with cutting, grinding, welding etc., applying priming coat with ready mixed re oxide zinc chromate primer of approved brand, coal tarring two coats on new work as per specification, caution board for executing HDD work, excavating trenches in all kinds of soil and refilling the trenches after laying with consolidating each layer for pipe laying and HDD work for a depth up to 6m., fencing, earth work excavation by mechanical/manual means including disposal of excavated earth in all kinds of soil for a depth upto 6m., providing and laying in position CC 1:3:6, Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)Complete as per design, filling available excavated earth (excluding rock) in trenches with consolidating each layer, supply, stacking, spreading and consolidating of quarry muck in the trench of pipe line, removal of excess earth by lorry, etc. including all charges of loading, transporting, unloading etc. complete as per the direction of departmental officers in charge and scope of work. Construction of Valve chambers - 2 Nos. Construction of Valve Chambers of suitable size including earth work excavation in all kinds of soil, providing and laying in position cement concrete upto plinth level in CC 1:3:6, providing and laying in position RCC upto plinth level in RCC 1:1.5:3 for cover slab, providing and laying in position RCC upto plinth level in CC 1:2:4 for base slab,side wall etc., centering, shuttering, strutting, propping, removal of form etc for base slab, side wall, cover slab etc. complete. including cost of steel reinforcement of TMT grade Fe-500D or more including straightening, cutting, bending, placing in position and binding etc. for RCC works, Plastering 12mm thick the base slab, side walls, cover slab with cement mortar 1:4 etc. complete required for the completion of the work as per the direction of departmental officers in charge and scope of work.

VIGHNESHWAR AIRCONDITIONING PVT LTD

SALIL VARGHESE

T ABDUSSAMAD

M ASHRAF

E V RAJU