Augmentation of water source system at Katteri village

Amount

Code No.2.6.1: Earth work in excavation by mechanical means (Hydraulic excavation) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m - all kinds of soil

Code No. 2.26.1 Extra for every additional lift of 1.5m or part there of in excavation / banking excavated or stacked materials - all kinds of soil.

Code No.2.18.1 Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete (measurements to be taken of the face area timbered) Depth not exceeding 1.5m .

Code No.2.18.2 Close timbering over areas including strutting, shoring and packing cavities (whereever required) etc. complete (measurements to be taken of the face area timbered) Depth exceeding 1.5m but not exceeding 3m.

Code No.2.25: Filling available excavated earth cum (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.,

Code No.2.27: Supplying and filling in plinth with river sand under floors, including watering ramming consolidating and dressing complete.

Code No.5.1.2 Providing and laying in position Reinforced cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Code No.4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Code No.4.12: Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacture's specification

Code No. 13.21: Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

Code No.5.9.1: Centering and shuttering including strutting, propping etc and removal of form for foundations, footings, bases of columns etc for mass concrete.

Code No.5.9.2: Centering and shuttering including strutting, propping etc and removal of form for - Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Code No.6.1.2: Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 coarse sand)

Code No.5.9.3: Centering and shuttering including strutting, propping etc and removal of form for - Suspended floors, roofs, landings, balconies and access platform.

Code No.5.22.6: Steel reinforcement for R.C.C work including straighterning, cutting, bending, placing in position and binding all complete upto plinth level - Thermo - Mechanically treated bars (TISCON/VIZAG/IISCO/SAIL/JSW)Fe-415 or more.

Code No.10.25.2: Steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in gratings, frames, guard bar, ladder, railing, brackets, gates and similar works.

Code No.13.9.2: Cement plaster 1:3 ( 1cement : 3 coarse sand) finished with a floating coat of neat cement - 20mm cement plaster.

Code No.13.16.1: 6mm cement plaster of mix 1:3 ( 1 cement : 3 fine sand)

Code No. Non PSR: Providing and fixing of G.I. vent cowl pipe of 100mm dia with a vertical height 40cm should ends welded with a 100mm dia G.I. Tee at top and G.I. elbow at both sides of tee ends and embedding it is in RCC slab. The rate includes the cost of G.I pipe, G.I tee, G.I elbow - threading and welding, chajjas, dismantling of RCC slab for making holes and embedding into the slab directed by the Engineer-in-charge.

Code No. 31.48.2A: Providing and fixing C.I. sluice valve (PN 1) (with handwheel) conforming to IS 14846 and ISI marked, with bolts, nuts, rubber insertion etc.,complete (the tail pieces if required will be paid separately) - 80 mm dia.

Code No.31.136.1H: Providing, laying and jointing G.I pipes of medium class (blue)(TATA,TNT,Nezone,Apollo,Zenith) conforming to IS specification 1239 part I and ISI marked including ransportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,excluding GI specials such as bends,tees, elbow,coupling,reducer etc.,complete all as per IS and CPWD specification. -80mm dia.

Code No.31.250.1F: Supplying of electrically operated wet type in submersible motor pumpset (Texmo/KSB/Taro/Kirloskar make), AC 3phase, 415volts, 50Hz, 2900-3000 RPM. The pump shall have brass impeller, high grade steel shaft with sufficient stages with suitable suction and delivery sizes, complete. the rate includes, all taxes, freight etc., FOR at site in UT of Puducherry. The pumpset shall be guaranteed for a period of one year from the date of commissioning. (10HP subersible motor and pumpset open well)

Code No. 31.256.1A Supplying and fixing of fully automatic air break star-delta starter range for 5A to 13A F.A.S.D (Bharat Culter Hammer /L&T /Siemens make) with suitable M.S angle frame etc., complete 5HP to 12.5HP pumpsets.

Code No.31.258.1A: Supplying and fixing of 1x3x4 sqmm (single run) PVC insulated copper submersible flat flexible cable of Finolex make complete:- upto 10HP pumpset.

Code No.2.10.1.1: Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m - all kinds of soil - pipes,cables etc , not exceeding 80mm dia

Code No.2.10.1.2 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m., including getting out the excavated soil, and then returning to the soil as required, in layers not exceeding 20cm in depth, including consolidating and each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed, within a lead of 50m - all kinds of soil - pipes, cables etc exceeding 80mm dia but not exceeding 300mm dia.

Code No.31.160.1G: Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (1 Mpa)conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,UPVC specials such as bends,tees, threaded pieces,couplers,reducer,endcaps etc.,complete all as per IS and CPWD specification. - 75mm dia.

Code No.31.5.1A: Making connection of UPVC distribution branch with UPVC main of following sizes by providing and fixing tee including cutting the pipes etc. complete - 63mm dia to 90mm dia nominal bore.