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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / 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 for all lift as per direction of Engineer-in-charge by in charge - all kinds of soil |
| 2 | Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as per direction of Engineer-in-charge , within a lead of 50m - all kinds of soil |
| 3 | Excavating trenches by mechanical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 per direction of Engineer-in-charge, within a lead of 50 m - all kinds of soil - pipes,cables etc , exceeding 80mm dia but not exceeding 300 mm dia |
| 4 | 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, lead upto 50m and all lift |
| 5 | Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 fine aggregate : 10 graded stone aggregate 40mm nominal size) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering , finsishing and reinforcement - All work upto plinth level 1:2:4 1cement : 2 fine aggregate : 4 graded stone aggregate 20 mm nominal size) |
| 8 | Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete |
| 9 | Providing , transporting, hoisting and fixing above plinth level upto floor five level precast reinforced cement concrete in lintels, beams, and bressumers including setting in cement mortar 1:3 (1 cement : 3 fine aggregate) , cost of required centering and shuttering but excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 fine aggregate : 3 graded stone aggregate 20 mm nominal size) |
| 10 | Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars Fe - 500D or more |
| 11 | Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 fine aggregate) |
| 12 | 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, railings, brackets,gates and similar works |
| 13 | Cement concrete flooring 1:2:4 (1 cement : 2 fine aggregate : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc .complete - 40mm thick with 20mm nominal size stone aggregate |
| 14 | Cement concrete pavement with 1:2:4 (1 cement : 2 fine aggregate: 4 graded stone aggregate 20 mm nominal size) including finishing complete |
| 15 | 12mm cement plaster of mix -1:4 ( 1 cement : 4 fine sand) |
| 16 | Providing flanged joints to double flanged C.I / D.I. pipes and specials , including testing of joints -100mm diameter pipe |
| 17 | Providing and fixing C.I.double acting air valve of approved quality with bolts, nuts, rubber insertions etc.complete (The tail pieces, tappers etc. If required will be paid separately) - 100 mm dia |
| 18 | Providing and laying S&S centrifugally cast (Spun) / Ductile iron pipes conforming to IS : 8329 - 100 mm dia Ductile iron class K-7 pipes |
| 19 | Providing and laying double flanged (screwed / welded) centrifugally (spun) ductile iron pipes of class K-9 conforming to IS:8329 - 100 mm dia ductile iron double flanged |
| 20 | Providing and fixing in position S&S standard D.I. specials such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 100 to 300mm dia. |
| 21 | Providing and fixing in position flanged standard D.I. specials such as tees, bends, collors, tapers, caps etc.conforming to IS specification 9523/2000 and ISI marked - 100 to 300mm dia. |
| 22 | Providing and fixing D.I. MJ collar coupling , with bolts, nuts, rubber insertion etc.,complete -100mm dia. |
| 23 | Providing and jointing cast iron / D.I. (S&S) pipe joints with rubber gasket (Tyton joints) conforming to IS 5382 & 12820 of SBR quality including the cost of fixing,testing the joints etc.,complete -100mm dia. |
| 24 | Supplying and fixing C.I. cover without frame for manholes - 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg |
| 25 | Providing and fixing non-corrosive Engineering plastic moulded clamp saddle with stainless 304 threaded metal inserted for tappingoutlet suiting for ½\" clear bore with SS 304 wide strapwith elastometric insulation for proper grip around the DI pipe with SS 304 suitable bolts & nuts saddle to have sealing rubber SBR grade 30 o-ring around shall as detailed in the drawing furnished.The rate includes all labour charges for fixing bracket etc., complete as per instructions ofEngineer-in-charge. Size 100x25mm dia(¾\") |
| 26 | Providing, laying and jointing MDPE (PN16) pipe PE 80 as per ISO 4427 as per BS 6920 over and above initial 1m length including transportation to the site, lowering to the trenches, laying to the proper grade and alignment etc., complete all as per specification - 25mm outer dia. |
| 27 | Providing house service connection for each house from the newly laid distribution grid with 25mm dia (OD) PN16, MDPE blue pipePE 80 as per ISO 4427 Rev.I & tested as per BS 6920 upto 1.00Rm length initially with 90 degree compression elbow as per ISO 14236 and polypropylene male & female thread metal insert (SS 304) of ISO 14236.The cost include connection charges for making drilling holes and providing specials as per the direction of Engineer-in-charge |
| 28 | Connecting the newly laid house service connection from the newly laid distribution grid to the existing service connection of each house with 25mm dia ASTM pipe having length more than 0m and upto 2m.The cost includes dismantling the existing service pipe, plastering brick work wherever necessary and providing ASTM pipe and specials required including the labour charges for completing the connection. It also includes making good the dismantled area all as per the directions of Engineer in - charge |
| 29 | Supplying and fixing of 20mm size stainless steel flow control valve with outer threaded ends, Operable pressure from 1mtr. Head with flow range 5LPM - 15LPM |
| 30 | GST for Non PSR Items |
