Supply and Laying of 300mm D.I K9 Pipe , 200mm DF Pipe , 300mm M.S Pipe line and 300mm ,250mm and 200mm Sluice Valves, 80mm Air Valves Specials and Valve Champer at Reserve line OHT To Pudure OHT Reach 01

Dismantling the existing BT Road surface for pipeline work etc., complete.

Earthwork excavation below water level in light or sandy soil for infiltration gallery, syphon or connecting pipe line and connected works including shoring and strutting and charges for special tools and plants for bailing/ pumping etc., such as air compressor and helmet.(RATES FOR EARTHWORK EXCAVATION PIPE LAYING WORKS FORWATER SUPPLY AND SEWERAGE WORKS)

Supply of DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K9 AS PER IS 8329/2000 Etc.Complete.. (300 mm D.I K9 Pipe )

Supply of M.S. PIPES- SPIRAL/LONGITUDIDNAL WELDING AS PER IS 3589/2001 WITH INTERNAL LINING AND EXTERNAL COATING MADE WITH FE410, Bare pipe per metre, CML Internal 6mm to 12mm thick per metre as per table of IS 3589, External epoxy Coating 406 micr. per metre etc., complete. 323.9 X 7.1 mm M.S Pipe ( =4444.40+ 362.90 = 8223.50)

Supply of DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 AS PER IS 8329/2000 , and Specials of Bend , Reducer, TEE , SOCKET/SPIGOT Bold Nut , Vaser Etc. Complete.. DI 250 mm D/F pipe 1.00 m

DI 250 mm D/F pipe 0.50 m

DI 200 mm D/F pipe 1.00 m

DI 200 mm D/F pipe 0.50 m

DI 250 mm D/F 90O bend

DI 200 mm D/F 90O bend

DI 200 mm DI Duck foot Bend

DI D/S 300 mm 22.50O bend

DI D/S 300 mm 45O bend

DI D/S 300 mm 90O bend

DI D/F 300 x 250 mm Reducer

DI 300 mm Spigot Tail piece

DI 300 mm Socket Tail piece

DI 400 mm x 300 mm Flanged Socket Tee

DI 300 x 200 mm Flanged Socket Tee

DI 300 x 80 mm Flanged Socket Tee

DI A/S Tee 300 x 300 mm

Supply and Delivery of MJ Collars of 400mm

DI D/F Gate Valve- 300 mm

DI D/F Gate Valve- 250 mm

DI D/F Gate Valve- 200 mm

80 mm Air release Valve

Rubber Sheet

16 mm dia x 65 to 90 mm length fully threaded bolts and nuts with 2 Nos.

Spun Yarn ( This Data already Approved 2015 , If Current Year The Rate increase Every Year of 2% So =160 *20% =32.00 =Say =192.00)

Lead Wood ( This Data already Approved 2015 , If Current Year The Rate increase Every Year of 2% So =650 *20% =130.00 =Say =780.00)

Quicke Setting Cement ( This Data already Approved 2015 , If Current Year The Rate increase Every Year of 2% So =160 *20% =32.00 =Say =192.00)

Supply and Fabrication of 300 To 900 323.9X7.1mm mm MS Bend Inculdig Genset, Welding Plante, Cutting Machine , Cutting Wheel ,Welding Rod, Gas Cutting Machine, Labour Charges, loading And Unloading Chages Etc.Complete..

Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by TWAD Board officers.

Hire charges for III phase welding machine PWD 25 -26 P.No :384 Rs .85.60 /Hr X 12.00 Hrs = 1027.20, Pug cutting machinePWD 25 -26 P.No :384 Rs .41.75 /Hr X 12.00 Hrs = 501.00 ,Cutting Wheel =Rs 25.00 / No X 20.00 No's = 500.00, Welding Bag = Rs 500.00 / Bag X 1.00 Bag = 500.00,Welding Cloush=Rs 250.00 / No X 1.00 No's = 250.00, Welding Glass =Rs 150.00 / No X 1.00 No's = 150.00 ,Transporting Charges = Rs 300.00/ Each X 2.00 = 600.00 (=1027.20+501.00+500.00 +500.00 +250.00+150.00+600.00 = 3528.20 )

Lowering of M.S pipes and specials into the trenches and laying to proper grade and alignment and as directed by the TWAD Officers. ( 323.9 X 7.1 mm M.S Pipe )

Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers. ( 300 mm D.I K9 Pipe )

Replacement of Underground Utilities (PVC Pipe)damaged during earthwork excavation for pipe laying works including cost of additional earthwork excavation in all soil strata, including BT/CC road cutting, removal of slushy soil and replacing the pipeline with sound pipe, including supply and delivery of PVC pipes, couplers, jointing materials and required specials, cutting, conveying , laying, jointing and cost of refilling for the additional earthwork etc complete and as directed by the Corporation Engineers. 90 mm Dia PVC Pipe (10KSC)

110 mm Dia PVC Pipe (10KSC)

140 mm Dia PVC Pipe (10KSC)

160 mm Dia PVC Pipe (10KSC)

180 mm Dia PVC Pipe (10KSC)

Providing Thrust Block arrangement as per the degree of the M.S pipe with Earth work excavation, P.C.C. 1:4:8, Shuttering work, R.C.C 1:1.5:3, RTS Rod and refilling etc., complete DI 200 mm DI Duck foot Bend

DI D/S 300 mm 22.50O bend

DI D/S 300 mm 45O bend

DI D/S 300 mm 90O bend

M.S 300 mm 90O bend

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials)

Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement etc., complete.

Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standardspecification

Constrution of Valve champer in Earth Work , Pcc 1 : 4 : 8 , Shutering Side , MS Grill , RCC 1 : 1.50 : 3 , In Valve Champer inner size in 1.50m x1.50m x 1.50m including Labours, loading & Unloading Charges Etc Completed.

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