Rural Water Supply And Sanitation Department Tender

Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (blasting prohibited) Depth upto 1.50 m [Vol-I : Common SR 2021-2022 , Item No.1.21.5] Rock without blasting ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE100 (PN 6.0) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022HDPE PN-6 PE -100 a) 63 mm � ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE100 (PN 6.0) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022HDPE PN-6 PE -100 a) 75 mm � ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE100 (PN 6.0) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022HDPE PN-6 PE -100 a) 90 mm � ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE100 (PN 6.0) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022HDPE PN-6 PE -100 a) 110 mm � ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 63 MM ELECTRO FUSION COUPLER ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 75 MM ELECTRO FUSION COUPLER ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 90 MM ELECTRO FUSION COUPLER ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 63 MM ELECTRO FUSION TEE ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 75 MM ELECTRO FUSION TEE ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 90 MM ELECTRO FUSION TEE ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 63 MM ELECTRO FUSION ELBOW ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 75MM ELECTRO FUSION ELBOW ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 90MM ELECTRO FUSION ELBOW ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 75X63 MM ELECTRO FUSION REDUCER ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 90X63 MM ELECTRO FUSION REDUCER ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 90X75 MM ELECTRO FUSION REDUCER ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 3 “M.S. FLANGE ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 63 MM COMPRESSION MTA ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 75 MM COMPRESSION MTA ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:17, K140 Pg.No:130,131] 90 MM COMPRESSION MTA ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 25, B073 Pg.No:71] For scour/sluice valve 80mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and fixing kinetic AIR VALVE for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 35, B083 Pg.No:75] For Air valve80mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 52, B116A Pg.No:79] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe: [Vol-5: WS & UW SR 2021-22 Chapter: 13 Item No:2, N020 Pg.No:142] For Roads & Drains crossing 100 mm dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications [Vol-I : Common SR 2021-2022 , Item No.1.10] Excavated Qty (Mechanical) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately). PCC 1:1.5:3 using 20 mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 1.3, H010D Pg.No:107] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying and laying of MDPE pipe (PE80) -PN 12.5 manufactured in accordance with ISO 4427 - 1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm /GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. “A” class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making “U” shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on thedistribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS).The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles,PE 100 black color pipie of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter,flow regurator,water tight cap with O’ring ,long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Gemany. The Saddle should be manufactured Virgin Compounded PE 100 material.Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works.The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6 wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for following diameters: (for minimum length of 2m) [Vol-5: WS & UW SR 2021-22 Chapter No.3 Item No: 23.1, B070A P no 71] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. [Vol-5: WS & UW SR 2021-22 Chapter No.3 Item No: 54.1, B118A P no 79] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and fixing of HDPE water meter box with locking arrangement to protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth with all lead and lifts with appurtenances complete as per drawing enclosed. [Vol-5: WS & UW SR 2021-22 Chapter No.11 Item No: 23, K200A P no 133] HDPE water meter box ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. [CSR 2021-22 ,Vol-I, Chapter No: 1 Item No: 1.4.1] Plat Form ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:3:6 using 40 mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 1.2, H010B Pg.No:107] Platform ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:2:4 using 40 mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 1.3, H010C Pg.No:107] Plat Form Stand Post ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, Fitting and Placing un-coated TMT Fe 550 & above bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.[Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.55 Pg.No: 96] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. [Vol-2 : Buildings SR 2021-2022 , Item No.8.2.1] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [Vol- 2: Building SR 2021-2022, Part-III Item No.8.40 Pg No.48] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. 803 (RDWS&S SR 2019 CHAPTER No:15 Item No:15.104 ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. [Vol-5: WS & UW SR 2021-22 Chapter No.3 Item No: 54.1, B118A P no 79] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and fixing of HDPE water meter box with locking arrangement to protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth with all lead and lifts with appurtenances complete as per drawing enclosed. [Vol-5: WS & UW SR 2021-22 Chapter No.11 Item No: 23, K200A P no 133] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore [Vol-2: Buildings SR 2021-22 Chapter No.13 Item No: 13.7.1, P no 116] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. For 15 mm dia GM (Copper alloy) Gate valves [Vol-5: WS & UW SR 2021-22 Chapter No.13, Item No: 16.1, N180A P no 147] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. - In all kinds of soils. Depth upto 1.50m (Manual Means) (Vol-I : Common SR 2021-2022 , Item No.1.6.1) In Ordinary Soil/Hard soil ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. by Mechanical Means (Vol-I : Common SR 2021-2022 , Item No.1.17.1) In Ordinary & Hard Soil ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: [Vol-5: WS & UW SR 2021-22 Chapter: 2 Item No: 1, A105 Pg.No:63]Cutting in Cement Concrete Road Surface ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE80 (PN 8) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022 Rising Main HDPE PN-8 pe 80 75 mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 25, B073 Pg.No:71]For scour/sluice valve 80mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and fixing kinetic AIR VALVE for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 35, B083 Pg.No:75] 80mm dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 52, B116A Pg.No:79] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe: [Vol-5: WS & UW SR 2021-22 Chapter: 13 Item No:2, N020 Pg.No:142] 80mm class -B ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications [Vol-I : Common SR 2021-2022 , Item No.1.10] Excavated Qty (Mechanical) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately). PCC 1:1.5:3 using 20 mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 1.3, H010D Pg.No:107] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. [WS&UW CSR 2021-22, Vol :V , Chapter No: 14.7,Item No:4,SOR CODE:P130F] 5.00 HP - 90 LPM @ 110 m = 10 STG Outlet Dia - 2.00” ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:22.5,SOR CODE:P230D] 1x3x6 sqm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:26.2,SOR CODE:P240B] 80 mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:27.3,SOR CODE:P250C] 80 mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendment [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:28.3,SOR CODE:P260C] 80mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL- Direct Online 2) S-D- Star Delta Starter [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:29.2,SOR CODE:P270A] upto 6Hp pumps ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:29.2,SOR CODE:P280A]Upto 6 HP pumps ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:32,SOR CODE:P300A] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:34,SOR CODE:P320A] 31/2x10 sqm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:38,SOR CODE:P360A] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:39,SOR CODE:P370A] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:41.2,SOR CODE:P390B]. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:42,SOR CODE:P400A] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:43,SOR CODE:P410A] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work [WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:44.2,SOR CODE:P420B] 3�x10 Sqmm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.[WS&UW CSR 2021-22, Vol :V , Chapter No: 15,Item No:45,SOR CODE:P430A] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying transfortation and errection of Concord cement concrete box type pump house of size 132 x 56 x 28 cm with two support of sizex 4 x 153 cm made of fabricated steel structure 4 mm MS wire welded together coupled with chiken mesh and provided with edge stiffners in the form of MS plates of size 20 x 3 mm with 6 mm aggregates, having thin (less than one inch) sections in general and all surfaces are painted with two coats of anti fungus paint of approved appropriate colour and shade including excavation embeding in to cement concrete of mix M20. Proportion of size 60 x 30 x 45 cm and refilling the excavated stuff with all lead and lift, loading and unloading etc complete and as per the directions of the engineer incharge of work.(PHE SR 2013-14 P.No.106, I No.1) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m [Vol-I : Common SR 2021-2022 , Item No.1.4.1] In ordinary Soil ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:3:6 using 40 mm aggregate - [Vol-5: WS & UW Chapter: 8 Item No: 1.2, H010B Pg.No:107] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately).PCC 1:1.5:3 using 20 mm aggregate - [Vol-5: WS & UW Chapter: 8 Item No: 1.4, H010D Pg.No:107] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, Fitting and Placing un-coated TMT Fe 550 & above bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.55 Pg.No: 96] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: [Vol-5: WS & UW SR 2021-22 Chapter: 2 Item No: 1, A105 Pg.No:63] Cement Concrete Surface ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. - In all kinds of soils. Depth upto 1.50m (Manual Means) (Vol-I : Common SR 2021-2022 , Item No.1.6.1) In Ordinary Soil/Hard Soil ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. by Mechanical Means (Vol-I : Common SR 2021-2022 , Item No.1.17.1) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (blasting prohibited) Depth upto 1.50 m [Vol-I : Common SR 2021-2022 , Item No.1.21.5] Rock without blasting ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE80 (PN 8) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022 HDPE PN-8 PE -80 125 mm � ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. PE80 (PN 8) [Vol-5: WS & UW SR 2021-22 Chapter: 11 Item No:2-10, K060 Pg.No:126] & Cost increase of 34% as per order form Office of Cheif Engineer on 05-04-2022 HDPE PN-8 PE -80 140 mm � ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 25, B073 Pg.No:71] For scour/sluice valve 100 mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and fixing kinetic AIR VALVE for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 35, B083 Pg.No:75] 80mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 52, B116A Pg.No:79] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying Ductile Iron pipes of class DI-K9 conforming to IS 8329:2000 with latest amendments, conveyiing to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. [Vol-5: WS & UW SR 2021-22 Chapter: 5 Item No: 2, E020 Pg.No:85] For Roads & Drains crossing 150 mm dia DI-K9 ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications [Vol-I : Common SR 2021-2022 , Item No.1.10] Excavated Qty (Mechanical) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately). PCC 1:1.5:3 using 20 mm aggregate [Vol-5: WS & UW Chapter: 8 Item No: 1.3, H010D Pg.No:107] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, For valve chambers ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 For valve chambers PCC For plinth protection ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying in position Reinforced cement concrete of M25 Design Mix for raft, footings, beams below ground level in GLSR Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes mach For Valve chambers RCC works. Foundation Raft For valve chamber walls long wall Short wall ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying in position Reinforced cement concrete M30 Design Mix for vertical side walls, effluent channel baffle walls etc. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed wit ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of mater Plastering ceiling including slab projection ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specification. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener construction Flooring ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated Ventilators ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and fixing 1mm 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 30x6mm for M S Door ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even a Inside painting ( As item No. 6 for inside plastering) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m�) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, Fitting and Placing un-coated TMT Fe 550 & above bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [Vol-3 : Roads & Bridges SR 2021-2022 , Item No.12.55 Pg.No: 96] For valve chambers and control room (Reinforcement 120kg per Cum of Concrete) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and removing, centering, shuttering, strutting, propping etc and removal of form work for foundations, bases of columns for mass concrete including cost of all materials, labour complete as per specifications ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surfaces such as walls of any thickness including cost of all materials, labour complete as per specification. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as roofs, landings, balconies and likes, thickness upto 200mm including cost of all materials, labour complete as per specification. (Ground floor) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications. Specification. No. KBS 2.9 For valve chambers ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including For valve chambers ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. [Vol-II : Building SR 2021-2022 , Item No.11.28] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-16: [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 25, B073 Pg.No:71] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For Class 150 [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 28, B076 Pg.No:72] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For Class 150 [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 28, B076 Pg.No:72] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supply and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads. [Vol-5: WS & UW SR 2021-22 Chapter: 3 Item No: 52,B116A Pg.No:79] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including necessary scaffolding and scrapping of old paint and stain with wire brushes and cleaning of paint stains etc. wherever necessary for old RCC over head tanks with all lead and lifts etc. complete for: Tanks staging above 9 m and upto 12 m [Vol-5: WS & UW Chapter: 8 Item No: 21.3, H220C Pg.No:114] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to RCC structures like floor and walls of reservoirs, sewe, effluent and water treatment plants, over head tanks, etc. prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry 2 parts water) for horizontal and vertical surfaces and applying the same from negative (internal) side with the help of synthetic fibre brush. The material shall meet the requirements as specified in ACI - 212-3R-2010 ie. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 Bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self healing of cracks upto a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer in charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal and vertical surfaces in two coats @ 0.70 kg per sqm per coat [Vol-5: WS & UW Chapter: 9 Item No: 9.12, I140A Pg.No:118] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 8mm [Vol-5: WS & UW Chapter: 8 Item No: 11.1, H110A Pg.No:111] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete ( PHESR page no 45 I.No, 4.63) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. For over head tanks upto 2.5 lakhs capacity. [Vol-5: WS & UW Chapter: 8 Item No: 12.1, H120A Pg.No:111] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. [Vol-5: WS & UW Chapter: 8 Item No: 13, H140A Pg.No:111] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for: For Over Head Tanks upto 12m staging [Vol-5: WS & UW Chapter: 8 Item No: 17.3, H180C Pg.No:113] 12.00 m stage ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: Enamelled guage plate for 2.5 m depth (Extra for enamelled guage plate for every 0.5 m beyond 2.5 m depth Rs.711.0) [Vol-5: WS & UW Chapter: 8 Item No: 14.7, H150H, Pg.No:112] 12.00 m stage ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter for 3 rows of GI pipes and RCC post) [Vol-5: WS & UW Chapter: 8 Item No: 22, H230A, Pg.No:114] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm & 100mm dia. [Vol-5: WS & UW Chapter: 8 Item No: 16.1, H150H, Pg.No:112]80 mm. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 80mm & 100mm dia. [Vol-5: WS & UW Chapter: 8 Item No: 16.1, H150H, Pg.No:112] 100 mm. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN 16.0: [Vol-5: WS & UW Chapter: 8 Item No:26.2, B074B, Pg.No:72] Size 80mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m [Vol-I : Common SR 2021-2022 , Item No.1.4.1] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). PCC 1:3:6 using 40 mm aggregate - [Vol-5: WS & UW Chapter: 8 Item No: 1.2, H010B Pg.No:107] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) [Vol- 2: Building SR 2021-2022 , Part-III Item No.5.2 Pg No.9] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately).PCC 1:1.5:3 using 20 mm aggregate - [Vol-5: WS & UW Chapter: 8 Item No: 1.4, H010D Pg.No:107] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. [Vol-2 : Buildings SR 2021-2022 , Item No.8.2.1] ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [Vol- 2: Building SR 2021-2022, Part-III Item No.8.40 Pg No.48] 100KL OHT ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications and as per the instruction & Directions of department engineer in charge. (“ii) English or any Local language - Hyphen and the like not to be measured and paid for “ MORTH Specification No.801. [RWS SoR 2019-20, Item No.15.105, Page No.216] 100KL OHT ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.