GE(S)/M-60/2019-20

Amount

Rectifying complaints of blockage of bath room/kitchen/WC/urinals/WHB/Sink of any pattern seats by cleaning the nahani trap/gully trap/floor trap and making it functional .The blockage shall be cleared manually/mechanically complete all as specified and as directed. NOTE:- (i) The contractor shall provide adequate labour and tools to rectify the complaints. The sludge obtained shall be deposited beyond the periphery of MD land.

Rectifying complaints of blockage of manholes of any size and sewage lines any bore, any depth by removing any type of blockage from drain any dia by roding from manholes to manholes and flushing after cleaning and making it fully functional including removing manholes sludge/sludge water to be disposed off outside the periphery of defence land including taking off manhole covers and re-fixing the same after cleaning sewage lines. The quoted rate shall also be inclusive of cleaning of sewage line/manholes in case of overflow or blockage.The sewage line shall be cleared by manually/mechanically complete all as specified and as directed. NOTE:- (i) The contractor shall provide adequate labour and tools to rectify the complaints. The sludge obtained shall be deposited beyond the periphery of MD land.

Removing the manholes cover (of any description and size) of septic tank of any size and depth, de-sludging of septic tanks of any size and depth by mechanical pumping by plugging inlet if required,making it fully functional to the entire satisfaction of Engineer-in-Charge and removing sludge out side the periphery of MD land where sanitary hazards do not take place as per directions/instructions of civil authority and burried in excavated pits and refixing/re-placing the manholes covers to its original position after cleaning all as specified and directed. NOTE:- Unit rate quoted by tenderer shall include taking out sludge from septic tanks (liquid/semi liquid/solid) , excavation of borrow pits for dumping sludge, removing including loading/unloading and transportation etc.

Removing the manholes cover (of any description and size) of soakage well/pit of any size and depth, de-sludging of septic tanks of any size and depth by mechanical pumping by plugging inlet if required,making it fully functional to the entire satisfaction of Engineer-in-Charge and removing sludge out side the periphery of MD land where sanitary hazards do not take place as per directions/instructions of civil authority and burried in excavated pits and refixing/re-placing the manholes covers to its original position after cleaning all as specified and directed. NOTE:- Unit rate quoted by tenderer shall include taking out sludge from septic tanks (liquid/semi liquid/solid) , excavation of borrow pits for dumping sludge, removing including loading/unloading and transportation etc.

Excavating in trenches in any type of soil, n. exc. 1.5 m wide and n. exc. 1.5 m in depth, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc n. exc. 10 sqm on plan and n.exc 1.5 m in depth and getting out.

Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25 cm.

Removing excavated material (soil) n.exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point.

Excavating in trenches in soft/disintegrated rock (demolition of SWG pipe with bed concrete and haunching complete), n.exc. 1.5m wide and n.exc 1.5 m in depth, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc n.exc. 10 sqm on plan and n.exc 1.5m in depth and getting out.

Demolition and breaking up drain pipes, 150 mm internal dia (Salt glazed stoneware, AC or reinforced concrete) set in cement mortar including haunching and taking out of trenches, if required.

S&F 150 mm bore UPVC (SWR) pipes type ‘B’, double socketed, in any length, with rubber ring joints, laid in trenches or in floors. Make:- Reliance/Finolex/Prince/Supreme

M&L for cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed to drain pipes of size 150 mm bore, including packing under and haunching against the sides of pipes after they are laid and tested.

Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. and removing from site all as specified and directed.

Brick work with fly ash bricks, old size bricks, straight or curved on plan exc 6 mtr mean radius built in CM (1:6) all as specified and directed.

All as per item No. 13 but except fly ash bricks. Note:- Old fly ash bricks obtained from item No. 12 shall be reused under this item.

M&L for PCC 1:2:4 type B1 using 20 mm stone aggregate in lintels up to 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 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, as directed.

M&L for cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate as in surface channels, benching and drains (forming fair finished channel shall be measured and paid for separately).

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitered/stopped ends, etc all as specified.

M&L for cement concrete (1:4:8) type D2 using 40 mm graded stone aggregates as in foundation, filling and mass concrete all as specified and directed.

M&L for rendering 15 mm thick in CM 1:4 on brick work or concrete surfaces finished even and smooth without using extra cement.

M&l for cutting into existing manholes for connecting new drains of 150mm internal dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel ( ½ round or 3/4 Section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required.

Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for and removing from site all as specified and directed.

M&L for precast reinforced cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, shelves and similar articles with plain faces, set in CM 1:4, including necessary form work moulds etc all as specified. (Reinforcement shall be measured and paid for separately).

M&L for mild steel TMT bars 6 mm to 8 mm dia, 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 0.9 mm dia.

M&L for mild steel round bars 10 mm dia and over, grade-I, IS 432 (Part-I), as in handles to precast RCC cover slab, 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 0.9 mm dia.

JAGIR CONSTRUCTION CO

M S Associates

M/s GIrdhari Lal Rakesh Kumar

kewal builders