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| 1 | S&F UPVC rain water gutter of 200mm width fitted with UPVC/GI clamp fitted to egde of galvalume roofing iron sheet with proper slope towards the down pipe to facilitate easy flow of rain water including all accessories & fitting along with such as end cap, centre joint, end with drop, elbow plain, socket elbow, saddle cup etc.clamping of gutter should not be more than 1m c/c starting from one end of the gutter. |
| 2 | S&F of 75mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed on wall with MS clamp includingall fitting, bends, single T , double Y etc as required complete all as specified and directed as per dierction of engineer in charge |
| 3 | S&F of 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed on wall with MS clamp includingall fitting, bends, single T , double Y etc as required complete all as specified and directed as per dierction of engineer in charge |
| 4 | S&F of 160mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floorsincludingall fitting, bends, single T , double Y etcas per dierction of engineer in charge |
| 5 | S&F 75 mm PVC Ball Valve (3\"), Single union type ball valves |
| 6 | S&F 110 mm PVC Ball Valve (4\"), Single union type ball valves |
| 7 | Exacavating over areas , n exc. 1.50 mtr deepand getting out in hard/dense soil complete all as specified & directed by Engineer-in-charge. |
| 8 | Exacavating over areas , exc. 1.50 mtr but n.exc 3.0 m deep and getting out in hard/dense soil complete all as specified & directed by Engineer-in-charge. |
| 9 | Exacavating over areas , exc. 1.50 mtr but n.exc 3.0 m deep and getting out in soft/disintegrated rock complete all as specified & directed by Engineer-in-charge. |
| 10 | Excavation in trenches, n exc 1.5 m wide and exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified & directed by Engineer-in-charge. |
| 11 | Returning filling in soil including spreading, levelling, watering and well ramming in layers notexceeding 25cm thick complete all as specified & directed by Engineer-in-charge. |
| 12 | Removal of surplus soil to a distance exc 250 m but n.exc 500m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge. |
| 13 | Removal of surplus soft/disintegrated rock to a distance exc 250 m but n.exc 500m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge. |
| 14 | M&L cement concrete (1:4:8) type D-2 using 40mm graded stoneaggregate for foundation filling, mass concrete and sub base of floors completeall as specified & directed by Engineer-in- charge. |
| 15 | M&L for block masonry with solid pre-cast cement concrete blocks made out of cement concrete 1: 3: 6 type C-1, using 20 mm graded stone aggregate, any width and setting in cement mortar 1 : 6 complete all as specified. |
| 16 | M&L for precast RCC 1:2:4 type B-1 using 20mm graded stone agg as in cover slab and like axcept set in cement mortor 1:4 complete incl necessary form work all as specified. |
| 17 | M&L 50 mm thick PCC (1:2:4) B-1 using 20mm graded stone aggregate as in floor, finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 18 | M&L for RCC type A-1 (1:1.5:3) using 20mm graded aggregates for staging slabs, slabs supported on walls, beams and columns in floors, roofs,and the like complete all as specified.. |
| 19 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) |
| 20 | Formwork to edges of concret flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide |
| 21 | M&L TMT bars 10mm dia and over cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge. |
| 22 | M&L 15mm thick rendering on wall or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement. |
| 23 | M&L for filling boulder, of gauge 80 mm to 150 mm graded complete all as specifed and directed |
| 24 | M&L loose filling with stone aggregatebroken to gauge n exc 63 mm, all as specified and directed. |
| 25 | M&L for filling of pea gravel in RWH pit of size 2mm to 4mm complete all as directed by Engr-in-charge. |
| 26 | M&L for filling of coarse sand in RWH pit, complete all as directed by Engr-in-charge. |
| 27 | M & L cement concrete bed to drain pipe including packing under and haunching against side of pipe after they are laid and tested in cement concrete 1:3:6 typeC-2 using 40 mm graded stone aggregate for 150 mm dia pipe complete all as specified and directed. |
| 28 | M&L 150mm internal dia reinforced concerete pipes, class NP2, laid and jointed complete with collars and jointed as specified. |
| 29 | Supply andfabrication offramed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framedbalusters; walk ways; railings; racks,framework of water tanks and similar work conforming to Fe.290.Gde-E-165 completeall as specified. |
| 30 | S&F pre-painted galvalume aluminium zinc coating GI based corrugated/crimped steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified. |
| 31 | S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified. |
| 32 | Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified and directed. |
| 33 | M&L Cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in floor topping, 100mm thick including provision of expansion joint, surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 34 | M&L 75 mm thick PCC (1:3:6) C-1 using 20mm graded stone aggregate as in sub base to floor finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 35 | S&F Rainy FL-250 rain water filter made up of HDPE Material SS-304 Grade material filter element and fixed to wall/MS post including all fittings (clamp/wall bracket) with connection to inlet and outlet pipe complete all as specified and directed. |
| 36 | S&F 5000 litres capacity rotational moulded, triple layer polythene antibacterial water storage tanks (cylindrical vertical with closed top) hoisting and fixed on staging including complete fittings complete all as specified by Engr-in-Charge. |
| 37 | Supply and layingGI tubes 20 mm bore medium gradewith all fittings and fixed complete to trenches, walls and ceilings or laid in floors all as specified and directed by Engr-in-Charge. |
| 38 | Supply and laying 20 mm bore Gun-metal,Glob or Gate valveswith iron wheel head, screwed both ends for iron pipe complete all as specified and directed by Engr-in-Charge. |
| 39 | Supply installation testing and commissioning Monoblock pump set self priming suitable for 230 Volt single phase of capacity 1 HP, including PCC foundation with covered shed, connection cable upto power point etc complete all as specified and directed by Engr-in-Charge |
| 40 | Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 m in depth in a soil for laying underground cablesall as directed by Engr-in-charge. |
| 41 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.complete all as specified and directed. |
| 42 | Removing excavated surplus material to a distance n.exc 50 m and depostimg where directed at alevel n exc. 1.5 m above the starting point in any type of soil complete all as specified and directed by Engr-in-Charge. |
| 43 | Supply, laying and testing cable XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area of 6 sq mm 2 core all as specified and directed by Engr-in-Charge. |
| 44 | Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 m in depth in a soil for laying underground cablesall as directed by Engr-in-charge. |
| 45 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.complete all as specified and directed. |
| 46 | Removing excavated surplus material to a distance n.exc 50 m and depostimg where directed at alevel n exc. 1.5 m above the starting point in any type of soil complete all as specified and directed by Engr-in-Charge. |
| 47 | M&L for laying dry bricks old size with subclass \"B\" made of burnt clay best quality locally available with permissible tolerance, laid straight trench for protection of cable all as specified and directed |
| 48 | M & L for sand cushioning on under ground cable proveded with layer of sand 8 cm deep before laying the cable and 15 cm depth after punning down and stretching the cable complete all as specfied and directed by Engr-in-Charge |
| 49 | M&L for earthing complete with galvanised steel earth plate electrode 600x600x6mm thick not less than (weight) 17.5 kg buried directly in ground (earth pit not less than 2.25 mtr deep below the ground level) with top edge of the plate not less than 1.5 mtr below the normal ground level connected to the galvanised earth wire 4 mm dia by means of bolts, check nuts and washers of galvanization of steel protected by GI pipe 15mm bore (light Grade) and watering pipe 20mm bore GI pipe Light Grade and chamber of PCC 1:4:8 type D2 using 40mm grade stone aggregate and coping shall be in PCC 1:3:6 type C1 with in 20mm graded stone aggregate 50mm thickcover of RCC 1:2:4 type B1 within 20mm graded stone aggregated reinforced with 8 mm dia MS bar @ 80mm c/c both ways incl excavation and Earth work and removal of surplus soil complete all as shown in electrical plate No 3 of SSR Part - I , 2009 with charcoal dust and salt complete and earth lead connected to earthing test point upto (to main switches, DBs) complete all as specified and testing on complition. Note:- (i) Item incl the cost of 7.5mtr length GI Pipe for protection for GI earth Wire .(ii) Item rates includes the cost of 7.5 mtr earth lead GI earth wire.(iii) PCC pit shall be provided at least 500mm away from the pit and not on the earth pit itself and extra cost of additional length of watering pipe, bends, elbow etc shall be deemed including in the unit rate. |
| 50 | Supply and Installation of DOL starter 1 HP, single phase all as spcified and directed by Engr-in-Charge |
