PERIODICAL SERVICES INCLUDING REPAIR/MAINT OF FENCING/BOUNDARY WALL/SEWAGE LINE/PATH AND CERTAIN B/R WORKS FOR WATER SUPPLY INSTALLATIONS UNDER GE E/M LUCKNOW

Amount

Opening cover and cleaning of septic tanks properly by dewatering foul water and taking out night soil, excreta, sludge, etc from septic tank of any capacity and removing and carrying the same to a distance exc 100 m and n. exc 200 m, burried underground (minimum 30 cm below ground level) including necessary excavation and earthwork in soft/loose soil for pits, returning, filling in including sprinkling bleaching powder @ not less than 0.50 Kg/Sqm and dressing of surplus soil around to slope as required including refixing the cover in position complete all as specified and directed by Engineer-in-Charge.

Cleaning of blocked drain pipes (SGSW/hume pipe) up to 150 mm bore by rodding from manholes and well flushing with water after cleaning the same all as required including disposing off the deposited sludge, etc inside pipes to a distance exc 50m & n.exc 200 m, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.20 kg / Sqm and dressing of surplus soil around slope complete all as specified and directed by Engineer-in-Charge.

Cleaning of manholes including taking out accumulated semi liquid, sludge and other deposits such as broken bricks , silt etc from manholes of depth n.exc 1.5 m, cleaning as directed and removing the same to a distance n. exc 50 m and burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft loose soil and returnig, filling in including sprinking of bleaching powder at the rate of 0.20 kg / Sqm and dressing of surplus soil around to slope, complete all as specified and directed by Engineer-in-Charge.

Demolition of brick work, built in cement mortar complete all as specified and directed by Engineer-in-Charge.

M&L brick work with sub class 'B' bricks, straight or curved on plan exc 6 m mean radius, built in cement mortar (1:4) using old size bricks complete as in manholes, etc all as specified and directed by Engineer-in-Charge.

M&L precast reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in cover slab of manholes, septic tank etc, set in cement mortar (1:4) including necessary form, moulds etc and including taking out/removal of existing unserviceable cover slab from manholes /septic tank complete all as specified and directed by Engineer-in-Charge. (Note :- Reinforcement shall be measured and paid separately)

M&L TMT steel bars 8 mm dia , cut to length , bent to shape required inluding cranking, bending, hooking ends and binding with and including mild steel wire (annealed) wire not less than 0.90 mm dia as in reinforcement complete all as specified and directed by Engineer-in-Charge.

M&L rendering 15mm thick in cement mortor 1:4 on fair faces of brick work and finishing surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for taking out and laying of sewage line or for manloles, etc n. exc 10 Sqm on plan and n. exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

All as per Item No 9 above but depth exc 1.5 m and n.exc 3m.

M&L plain cement concrete 1:3:6 type C-2 (using 40 mm graded broken stone aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore SGSW drain pipes complete all as specified and directed by Engineer-in-Charge.

All as per Item No 11 above but for 100mm bore.

Demolition and breaking up 150 mm bore drain pipes (SGSW/AC/RCC) set in cement mortor complete all as specified and directed by Engineer-in-Charge.

Demolition and breaking up 100 mm bore drain pipes (SGSW/AC/RCC) set in cement mortor complete all as specified and directed by Engineer-in-Charge.

M&L salt glazed stone ware drain pipes 150 mm bore, grade 'A' laid in trenches, jointed and tested complete all as specified and directed by Engineer-in-Charge.

All as per Item No 13 above but for 100mm bore.

Returning, filling in, inluding spreeding, levelling, watering and well ramming in layers n. exc 25 cm thick in soft /loose soil complete all as specified and directed by Engineer-in-Charge.

Removing excavated surplus soil, etc to a distance n. exc 50 m and depositing where directed at level n.exc 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.

Cleaning of blocked EWC by using rubber hand pump and opening the eye and making the line clear for smooth function complete all as specified and directed by Engineer-in-Charge.

Cleaning of blocked IWC by using rubber hand pump and opening the eye and making the line clear for smooth function complete all as specified and directed by Engineer-in-Charge.

Cleaning of blocked nahani trap in bathroom / kitchen or blocked gully trap by using rubber hand pump and opening the eye and making the line clear for smooth function complete all as specified and directed by Engineer-in-Charge.

S&F inspection eye cover for cast iron branch piece/bends for 100 mm bore complete all as specified and directed by Engineer-in-Charge.

S&F in repairs, 100 mm bore, cast iron bends (any radius) with duck's foot or heel rest with oval access door complete all as specified and directed by Engineer-in-Charge.

Dismantling of 100mm bore, cast iron or reinforced concrete drain pipes jointed in cement mortar or PVC pipes and taking out of trenches if required and complete all as specified and directed by Engineer-in-Charge.

S&F in repairs, 75 mm bore, PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-Charge.

S&F in repairs, 110 mm bore PVC (SWR) bends of any radius complete all as specified and directed by Engineer-in-Charge.

S&F in repairs, , 110 mm bore, PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed by Engineer-in-Charge.

S&F in repairs, 110 mm bore, PVC (SWR) junction double, (Double T) equal or unequal complete all as specified and directed by Engineer-in-Charge.

S&F 110 mm bore, PVC (SWR) Soil, waste and vent pipes single socketed, in any length with rubber ring joints laid in floors or trenches etc complete all as specified and directed by Engineer-in-Charge.

S & F in repairs, vitreous China squatting pan, 'Orissa' pattern, size 580 x 440 mm white with integral foot rest and 'P' or 'S' trap, including provision of lime concrete bedding, connection to trap and flushing pipe etc complete including making good to disturbed surfaces of floor to match with existing specifications complete all as specified and directed by Engineer-in-Charge.

Disamntling RCC post or struts any section , including taking out embedded portion and making good disturbed ground post embedded in natural ground complete all as specified and directed by Engineer-in-Charge.

Disamntling RCC post or struts any section , including taking out embedded portion and making good disturbed ground post embedded concrete complete all as specified and directed by Engineer-in-Charge.

Dismantling expanded metal, any thickness or mesh, fixed with steel or wood fillets, if any weight n exc 4 kg per Sqm complete all as specified and directed by Engineer-in-Charge.

Excavating in post holes (or similar holes) each n.exc 0.5 Cum , getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layer n.exc 25 cm, watering, and removing surplus soil to a distance n.exc 50 mtr and making good surfaces in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

M & L cement concrete type C-2 1:3:6 (using 40mm graded stone aggregate) in foundation filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

M & L Pre-cast cement concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) in pre-cast post, fencing post for fencing, average sectional area exc 100 & n.exc 250 sqcm complete all as specified and directed by Engineer-in-Charge.

S&F flat iron fillets for securing wire mesh etc incl all necessary drilling, bolting, or reveting etc and similar work conforming to Fe 410-O or Fe 310-O complete all as specified and directed by Engineer-in-Charge.

S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fixed with washers and one hexagonal or square nut, exc 10 cm and n.exc 15 cm long and 11 to 15 mm dia of shank complete all as specified and directed by Engineer-in-Charge.

All as per Item No 38 but length of bolt exc 15 cm & n.exc 22.5 cm long

M&L mild steel deformed bars 10mm dia and over cut into length bend to shape required incld cranking bending spirally for hooping for column, hooking ends and binding with and incld mild steel wire (annealed not less than 0.90mm dia or securing with clips quality conforming to Fe-410-S or Fe-410-0) complete all as specified and directed by Engineer-in-Charge.

All as per Item No 40 above but 6 to 8 mm dia as in Stirups

All as per item no 41 above but 5 mm dia and over upto and including 10 mm dia, spacers and binders.

Supply only chain link fencing 3.4 mm sdia galvanized wire (100 X 100) mm mesh made upto matress lapped wire and laid on position / fixed on pole complete all as specified and directed by Engineer-in-Charge.

Fixing only chain link fencing including line wires, any mesh , size and type to any any type of standards, rails, straining bolts etc including provision of binding wire complete all as specified and directed by Engineer-in-Charge.

S & F Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75 mm spacings and straining and fixed to any type of standard rails strain- ing bolts, including, securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pin, etc. as directed (each line wire to be measured complete all as specified and directed by Engineer-in-Charge.

M & L two coats of synthetic enamel paint over one coat of red oxide surfaces of any description n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint including preparation of surfaces complete all as specified and directed by Engineer-in-Charge.

Preparing surfaces for white weash and applying two coats of white wash and boundry pillar complete all as specified and directed by Engineer-in-Charge.

Preparation of old decorated plastered or unplastered surfaces of walls by brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts, trading oil and greasy spots and applying one coat of white wash complete all as specified and directed by Engineer-in-Charge.

All as per item No. 48 above but on ceiling.

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of cement base paint of any tint/shade complete all as specified and directed by Engineer-in-Charge.

All as per item No 49 above but two coats

M&L for complete removal existing treatment and distempering walls with Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of cement base paint of any tint/shade complete all as specified and directed by Engineer-in-Charge. (upto 25 mtrs height)

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of distemper oil emulsion of any tint/shade complete all as specified and directed by Engineer-in-Charge.

All as per item No.53 above but two coats

All as per item No 53 above but on ceiling.

Preparation of old painted wood and wood based surfaces of any description, not otherwise described over 10 cm width or girth, including knotting and stopping and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.

Preparation of old painted surfaces of steel of any description, not otherwise described over 10 cm width or girth, including knotting and stopping and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.

Complete removal of existing treatment of walls and applying two coats of distemper oil emulsion over a coat of Birla or JK white wall putty average thickness 2mm on old plastered surfaces including prepration complete all as specified and directed by Engineer-in-Charge.

M & L preparation of old brick, stone, concrete, AC or decorated plastered surfaces of any description over 10cm width or girth not otherwise described and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.

Preparation of old decorated plastered or unplastered surfaces of walls by brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts, trading oil and greasy spots and applying one coat of white wash complete all as specified and directed by Engineer-in-Charge.

All as per item No. 60 above but on ceiling.

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of cement base paint of any tint/shade complete all as specified and directed by Engineer-in-Charge.

All as per item No 62 above but two coats

All as per item No 62 above but on ceiling.

Preparation of old painted wood and wood based surfaces of any description, not otherwise described over 10 cm width or girth, including knotting and stopping and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.

Preparation of old painted surfaces of steel of any description, not otherwise described over 10 cm width or girth, including knotting and stopping and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.

Complete removal of existing treatment of walls and applying two coats of distemper oil emulsion over a coat of Birla or JK white wall putty average thickness 2mm on old plastered surfaces including prepration complete all as specified and directed by Engineer-in-Charge.

M & L preparation of old brick, stone, concrete, AC or decorated plastered surfaces of any description over 10cm width or girth not otherwise described and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.

M/s Vimal Traders

M/S Chandra Mohan and Sons

PUMA POWER

M/s SNS Construction