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| 1 | Schedule \"A\" |
| 2 | Excavation in trenches not exceeding 1.5 Metre wide and not exceeding 1.5 Metre in depth for foundation etc., or for shafts, wells, cesspits, manholes pier holes and silt in drain channel etc., not exceeding 10 sqm on plan and not exceeding 1.5 Metre in depth in loose/soft soil etc., complete all as specified and directed by Engineer-in-Charge. |
| 3 | Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick, complete all as specified and directed by Engineer-in-Charge. |
| 4 | Removal of excavated materials to a distance not exceeding 50 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point, complete all as specified and directed by Engineer-in-Charge. |
| 5 | Demolition and breaking up drain pipe (salt glazed stone ware, AC or reinforced concrete) set in cement mortar for 150mm internal dia of pipe, complete all as specified and directed by Engineer-in-Charge. |
| 6 | Material & Labour for cement concrete bed to drain pipes including packing under and hunching againstthe sides of pipe after they are laid & tested for 150mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate, complete all as specified and directed by Engineer-in-Charge. |
| 7 | Material & Labour Reinforced concrete pipes od dia 150mm, class NP-2, laid and jointed complete with collars, complete all as specified and directed by Engineer-in-Charge. |
| 8 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc., complete all as specified and directed by Engineer-in-Charge. |
| 9 | Material & Labour for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. |
| 10 | Material & Labour for providing Pre-cast cement concrete type C-1, 1:3:6 (20mm graded aggregate) block masonry with solid blocks, exc. 10cm in width and setting in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge. |
| 11 | Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water, complete all as specified and directed by Engineer-in-Charge. |
| 12 | Material & Labour for rendering on fair faces of brick work or concrete surface of wall 15mm thick in Cement Mortar 1:6 and to be finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. |
| 13 | Material & Labour for PCC 1:2:4 type B2 using 40mm graded stone aggregate as in surface channels of drains, complete all as specified and directed by Engineer-in-Charge. |
| 14 | Material & Labour for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds, mitred/stopped ends, complete all as specified and directed by Engineer-in-Charge. |
| 15 | Material & Labour for High strength mild steel CRS reinforcement 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 the including mild steel wire(annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engineer-in-Charge. |
| 16 | All as per Item No 14 above but 5mm dia and over upto 10mm dia as in stirrups, spacers or binder, complete all as specified and directed by Engineer-in-Charge. |
| 17 | Material & Labour for Formwork to chullah hoods, chajjas, troughs and similar items including edges rough finished flat surfaces, complete all as specified and directed by Engineer-in-Charge. |
| 18 | Material & Labour for formwork to edges of concrete flats, treads, breaks in floors, window-cills, concrete railings, opening of concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC / PCC bands in walls, horizontal or sloping and similar work exc. 10 cm but not exc. 20cm wide rough finished, complete all as specified and directed by Engineer-in-Charge. |
| 19 | Material and Labour for Reinforced cement concrete (nominal mix) in Chajjas Type B-0, 1:2:4 (12.5 graded aggregate), complete all as specified and directed by Engineer-in-Charge. |
| 20 | Material & Labour for Precast RCC 1:2:4 type B-1 using 20mm graded stone aggregate as in manhole cover slabs, of any thickness, size or shape including necessary form work, set and jointed in cement mortar (1:4), complete all as specified and directed by Engineer-in-Charge. |
| 21 | Demolition of cement concrete reinforced in ground floor or floor tiles and paving not exceeding 15cm thick (below or above ground level), complete all as specified and directed by Engineer-in-Charge. |
| 22 | Clearing & removal of all blockages in sewage line of any dia of sewer lines, manholes of any section and any depth, in any situation by way of cleaning / desludging foreign materials as well as blockage of sewage line in between successive manholes manually/mechanically, complete all as specified and directed by Engineer-in-Charge. |
| 23 | Taking out/Pumping out sewage water from septic tank/soakage well from Tractor with attached Water Tank of 3000 ltr capacity with mechanical pump and Sucking and removing and dumping off the same to a place outside cantonment at the place marked for the purpose by the authority controlling the area complete all as specified and as directed by Engineer-in-charge, distance for removal from original point to disposal point is out of defence land, complete all as specified and directed by Engineer-in-Charge. |
| 24 | Taking out/pumping out silt, brick bats debris liquid waste sludge in solid/semi solid state from Manholes including pumping out sludge wherever necessary by plugging /diverting the flow in the sewage line if necessary and staking the removed silt/sludge and deposit away from the edge of manholes at the place marked by the authority controlling the area and including use of safety belt dry cells torch for lightning inside the manholes as directed and cleaning the manholes with clean water etc., complete all as specified and directed by Engineer-in-Charge.of the following:- |
| 25 | Manholes not exceeding depth of 1.0 Metre |
| 26 | Manholes depth exceeding 1.0 Metre but not exceeding 2.0 Metre |
| 27 | Desludging of septic Tanks including digestion pits etc., manually for cleaning them thoroughly and removing muddy soil/ sludge to a distance not exceeding 500mtr and buried it in pits or otherwise disposed off outside cantt area from septic tank, etc by means of honey suckers mechanical septic tank cleaning truck of with diesel driven in nearest drain, complete all as specified and directed by Engineer-in-Charge. |
| 28 | Material & Labour for Providing, cement concrete Type B-1, 1 :2 :4 (20mm graded aggregate) rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engineer-in-Charge. |
| 29 | Dismantling of sett paving any description of thickness laid dry or laid dry and pointed, complete all as specified and directed by Engineer-in-Charge. |
| 30 | Material & Labour for cement concrete 75mm thick type D-2, 1:4:8 (40mm graded aggregate) as in floor as in sub base for laying floor finishes, complete all as specified and directed by Engineer-in-Charge. |
| 31 | Material & Labour for Sand filling under floors are in foundation including watering and consolidation, complete all as specified and directed by Engineer-in-Charge. |
| 32 | Material & Labour for M-35 grade 60mm thick machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006, complete all as specified and directed by Engineer-in-Charge. |
| 33 | Material & Labour for M-40 grade 80mm thick machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006, complete all as specified and directed by Engineer-in-Charge. |
| 34 | Fixing only old machine pressed precast concrete interlocking paver block any shape and size, complete all as specified and directed by Engineer-in-Charge. |
| 35 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing tiles and rubbish off the premises, complete all as specified and directed by Engineer-in-Charge. |
| 36 | Material & Labour for chequered cement concrete tiles with grey cement and pigments 30cm x 30cm x 20mm thick, set, jointed and pointed in neat cement slurry in floors including 15mm thick screed bedding in cement mortar 1 : 6, complete all as specified and directed by Engineer-in-Charge. |
| 37 | Supply & Fixing in repair PVC (SWR) pipe grade ‘A’ single socketed 110mm dia in any length, jointing with cement solvent solution, fixed to walls, complete all as specified and directed by Engineer-in-Charge. |
| 38 | Supply & Fixing in repair PVC (SWR) pipe grade ‘A’ single socketed 75mm dia in any length, jointing with cement solvent solution, fixed to walls, complete all as specified and directed by Engineer-in-Charge. |
| 39 | Supply & Fixing in repair PVC (SWR) bend with access door of any dia provided with access door for 110mm dia pipe, complete all as specified and directed by Engineer-in-Charge. |
| 40 | Supply & Fixing in repair PVC (SWR) bend with access door of any dia provided with access door for 75mm dia pipe, complete all as specified and directed by Engineer-in-Charge. |
| 41 | Supply & Fixing in repair PVC (SWR) branch piece, single (Single Y) equal or unequal 75mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 42 | Supply & Fixing in repair PVC (SWR) branch piece, single (Single Y) equal or unequal 110mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 43 | Supply & Fixing in repair PVC (SWR) branch piece, double (double Y) equal or unequal 75mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 44 | Supply & Fixing in repair PVC (SWR) branch piece, double (double Y) equal or unequal 110mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 45 | Supply & Fixing in repair PVC (SWR) junction, single (single T) equal or unequalprovided with access door 75mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 46 | Supply & Fixing in repair PVC (SWR) junction, single (single T) equal or unequal provided with access door 110mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 47 | Supply & Fixing in repair PVC (SWR) junction, double (double T) equal or unequal provided with access door 75mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 48 | Supply & Fixing in repair PVC (SWR) junction, double (double T) equal or unequal provided with access door 110mm dia., complete all as specified and directed by Engineer-in-Charge. |
| 49 | Cleaning and removing all scale and dirt, etc., from tanks and from mouths of circulating pipes of capacity exceeding 250 ltr but not exceeding 500 ltrs, complete all as specified and directed by Engineer-in-Charge. |
| 50 | Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes of capacity exceeding 500 ltr but not exceeding 1000 ltrs, complete all as specified and directed by Engineer-in-Charge. |
| 51 | Cleaning and removing all scale and dirt, etc., from tanks and from mouths of circulating pipes of capacity exceeding 1000 ltr but not exceeding 2000 ltrs, complete all as specified and directed by Engineer-in-Charge. |
| 52 | Supply & Fixing in repair Framed work such as fencing angle, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 410-0 or Fe 310-0, complete all as specified and directed by Engineer-in-Charge. |
| 53 | Supply & Fixing in repair Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured), complete all as specified and directed by Engineer-in-Charge. |
| 54 | Supply and fixing in repair galvanised steel punched tape concertina coil of 450mm dia (dia of coil when unstretched with weight 10 kg/ coil and average coverage area is 8 RM/coil) and fixed to angle iron post/ struts with 3.15mm dia GI wire or clips, complete all as specified and directed by Engineer-in-Charge. |
| 55 | Material and labour for preparation of old/new steel surfaces, of any description not otherwise described, and applyingtwo coats of approved colour synthetic enamel paint, over a coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge. |
| 56 | Material & Labour for preparation of old/new plastered surfaces of wall and applying two coat of cement based paint, complete all as specified and directed by Engineer-in-Charge. |
| 57 | Material & Labour for Cement concrete in foundations, filling and mass concrete type B-2 (1:2:4) 40mm graded aggregate, complete all as specified and directed by Engineer-in-Charge. |
| 58 | Demolition of cement concrete un-reinforced in ground floor and paving not exceeding 15cm thick (below or above ground level), complete all as specified and directed by Engineer-in-Charge. |
