|
| 1 | Dismantling floor, hearth or wall / stone slabs and tiles of any description or thickness as infloors tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises And complete all as specified and directed by Engr-in-charge. |
| 2 | Demolition of Brickwork or stone/ boulder masonry, built incement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles removal item dump at given site as per direction of ministry of defence complete all as specified and directed by Engr-in-charge. |
| 3 | Demolition of cement concrete in groundfloor & pavings n. exc. 15cmthick (below or above groundlevel)complete all as specified and directed by Engr-in-charge. |
| 4 | Excavating in trenches or drain, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, drain,wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed by Engr-in-charge. |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.For ordinary rock complete all as specified and directed by Engr-in-charge. |
| 6 | M&L for 50mm thick PCC 1:4:8 Type D2 using 40mm graded stone aggregate as in sub base flooring complete all as specified and directed by Engr-in-charge. |
| 7 | Material and labour forPlain Cement concrete 1:4:8 type D-2, (using 40mm graded aggregate) as in foundation fillng and mass concrete complete complete all as specified and directed by Engr-in-charge. |
| 8 | Material and labour for brickwork with modular fly ash\" bricks straight or curved on plan exc 6 m mean radius in CM (1:4)complete all as specified and directed by Engr-in-charge. |
| 9 | Material and labour for providing cement concrete1:3:6 type C1, 20mm graded aggregateas in copings complete all as specified and directed by Engr-in-charge. |
| 10 | M&L\" Reinforced concrete pipes 200 mm bore dia , class NP3,Spigot and socket ended pipes(IS:458-2003 marked) with Roll on Rubber ring gasket (Conforming to IS:5382-1967 Type I) joints laid and jointed complete all as specified in Clause 18.48.4 : Rubber Gasket joint including cement Concrete (1;3:6) type C2 beding to drain pipes including packing under(haunnching) and completely surrounding pipes with concrete after they are laid and tested complete all as specified and directed by Engr-in-charge.\". |
| 11 | Cutting into existing manholes of internal pipe dia 225 mm for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and directed by Engr-in-charge. |
| 12 | Testing manholes as specified by filling with water complete all as specified and directed by Engr-in-charge. |
| 13 | Testing soil, waste or ventilating pipes above ground level, any height or diameter complete all as specified and directed by Engr-in-charge. |
| 14 | S&F Cast iron work grade FG 150, Articles n exc 5 kgeach.unmachined, in brackets, gully traps, gratings, railing,frames,manhole covers,fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balustersand similar articles complete all as specified and directed by Engr-in-charge. |
| 15 | S&F Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips (Fe-410-W(Gde.E-250) quality-A )) complete all as specified and directed by Engr-in-charge. |
| 16 | M & L for M20reinforced Design mix cement concrete (design mix) in For manhole cover ,foundation including raft footing,foundation beam,plinth beam,bases of column etc.,basement slab,under reamed piles and mass concrete complete all as specified and directed by Engr-in-charge. |
| 17 | Material and labour for cement concrete 1:2:4 type B0 (using 12.5 mm graded aggregate) as in surface channels and drains complete all as specified and directed by Engr-in-charge. |
| 18 | Material and labour forRendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished the surface even & smooth without using extra cementin cement complete all as specified and directed by Engr-in-charge. |
| 19 | Materialand labour for colourednonskidceramictiles,jointfree,8 to 10mmthickof size 600mmx 600mm as in floors etc., set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tile laid over and including 15 mm thick screed bed or bedding layer of cement mortar (1:6)complete all as specified and directed by Engr-in-charge. |
| 20 | M&L glazedcoloured ceramic joint freetiles 600 x300x7mm thick on vertical surfaces such as skirting/ dado laid over10 mm thick backing coatin CM (1:4) set and jointed in neat cement slurry and pointed in white or coloured cement to match. complete all as specified and directed by Engr-in-charge. |
| 21 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,block of M-35 grade with approved colour,design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper blocks into the sand bedding layer through vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweeping extrasand; complete all as specified and directed by Engr-in-charge. |
| 22 | Material and labour for returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed by Engr-in-charge. |
| 23 | Removing excavated material not exc. 50m and depositing where directed at a level not exc. 1.5 m above the starting point (Soil) complete complete all as specified and directed by Engr-in-charge. |
| 24 | Moorum/red bajri filling in floors or pavings, laid in layers n exc. 30 cm thick, spread, levelled and rammed including watering ,complete all as specified and directed by Engr-in-charge. |
| 25 | Rolling and consolidating formation surfaces in cutting by power roller of capacity exc 8 tonne & n.exc. 12 tonne , including watering complete all as specified and directed by Engr-in-charge. |
| 26 | S&F for 110mm dia PVC (SWR) grade single socketed pipes in any length comp-lete with rubber ringjoints fixed to wall etc using synthetic rubber adhesive cement solvent completeall as specified and directed by Engineer-In-Charge. |
| 27 | S&F for 110mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ringjoints laid in floor or trench etc using synthetic rubber adhesive cement solventcompleteall as specified and directed by Engineer-In-Charge. |
| 28 | S&F for 110mm dia PVC (SWR) bends any radius with access door complete all as specified and directed by Engineer-In-Charge. |
| 29 | S&F for 110mm dia PVC (SWR) junction single(single T) complete all as specified and directed by Engineer-In-Charge. |
| 30 | Dismantling water tanks of capacity exc 500 & n. exc 1000 ltrs and removing to store complete all as specified and directed by Engr-in-charge. |
| 31 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all 500 ltr capacity as specified in SSR Part Ias in repair complete all as specified and directed by Engr-in-charge. |
| 32 | Taking down up or down steel tubing and connections incl cleaning for re-fixing or removal to stores ,15mm dia pipes complete all as specified and directed by Engr-in-charge. |
| 33 | .Taking down up or down steel tubing and connections incl cleaning for re-fixing or removal to stores ,20 mm dia pipes complete all as specified and directed by Engr-in-charge. |
| 34 | M&L Tubes, \"mediumgrade\" galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors 15mm bore of pipes complete all as specified and directed by Engr-in-charge. |
| 35 | M&L Tubes, \"mediumgrade\" galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors 15mm bore of pipes complete all as specified and directed by Engr-in-charge. |
| 36 | S&F for 20mm dia tank Nipple suitable for HDPE water tank. (Minimum weight 15 mm-38gms/20mm-45gms /25mm- 65gms) complete all as specified and directed by Engr-in-charge. |
| 37 | S&F in repairs 20 mm ball brass valves, high pressure, with polythelene float and flynut complete screwed for iron pipe or brass ferrule complete all as specified and directed by Engr-in-charge. |
| 38 | S&Fin repairs 20 mm dia gate valves cast copper alloy screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and directed by Engr-in-charge. |
| 39 | S&F in repairs fancy type Bib taps 15mm dia, cast copper alloy with crutch orbutterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed including taking down old one complete all as specified and directed by Engr-in-charge. |
| 40 | S&F in repairsStop valves 15mm dia, fancy type, chromium plated, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions including dismantling of old one complete all as specified and directed by Engr-in-charge. |
| 41 | S&F Grating doom 125 mm dia with waste hole of PTMT. (min. weight 40 gms) complete all as specified and directed by Engr-in-charge. |
