CLEANING OF SEWAGE LINE MANHOLE SEPTIC TANKS MISC REPAIRS TO UPKEEP THE HYGIENIC CONDITIONS AND CERTAIN REPAIRS TO AREA DRAINAGE PATH WAYS CULVERTS COMPOUND SECUIRTY WALL FENCING OF MD OTM ACCN OF THE AREA OF MEG CENTRE FMME TOC POC

Amount

Removal of sludge from septic tanks / manholes of any size and depth and burying the sludge in pits with suitable depth & filled by earth and removal of surplus soil including dewatering of water complete all as directed to a place as earmarked by state auth out side the defence land . Note - Dewatering of water or mud will not be paid only sludge to be paid

Clearing & removal of all blockage in sewage line from manhole to manhole of length not exc 20 mtr, 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 manunally / mechanically including desludging of manhole /sewage line where required and odered by Engineer-in-charge and keeping sewer line functional, upto final drop/outlet into septic tank /central sewage system terminating in other joining zone/ area or into sewage wells complete all as specified. Note:- (a) Contractor shall detail his supervisor to office of AGE B/R MEG daily by 9.00 AM who will report to concerned JE B/R /Engineer-in-Charge to receive all complaints of entire area under this contract. Contd/-- 1.003

Contd/-- 1.002 (b) Contractor shall provide service providers (sweepers) both the complaint cell located at (FMME & Meanee Line) as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM same day. (c) Please note that all the complaints relating to sewage line shall be attended within same day (within 12 hour). In case of blockage in sewage line could not be detacted/completed same day and concerned JE / Engineer-in-Charge is satisfied to the efforts applied but the same shall be attended and all blockage must be cleared by 24 hours (next day by 5.00 PM) without fails. (d) In case any complaint pertaining to clearing of blockage in sewage line is not removed /cleared within 24 hours (next day 5.00 PM). A penalty @ Rs. 200/- per complaint shall deducted from contractor payments. (e) Blockage cleared between two man holes irrespective of length in between shall be treated as one complaint.

Mechanically pumping out sewage liquid from septic tanks/manholes of any size and depth and removal the same to distance/place as earmarked by state auth out side defence land including any type of T & P required etc. dewatering of water complete all as directed.

Demolition of cement concrete reinforced in ground floor and paving n exc 15cm thick (below or above ground level) complete all as specified and directed.

Demolition of cement concrete and paving not exc 15 cm thick (below or above ground level) complete all as specified and as directed.

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

Taking down cement plaster any description on brick or stone walls and including wall tiles etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed.

Dismantling of Fencing posts or struts (wood, steel RCC) any section, posts embeded in cocrete, brick work, masonry etc, including taking out embeded portion and making good distrubed ground complete all as specified and as directed

All as per item no 1.009 above but posted embeded in natural ground etc complete all as specified and as directed

Dismantling of Chain link fencing , any type and mesh etc complete all as specified and as directed

Dismantling wrought iron or mild steel work of any description not otherwise provided for etc complete all as specified and as directed.

Excavating in post holes(or similar holes) each n exc .5 cum getting out in Hard / Dense soil soil,returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n exc 25 cm etc complete all as specified and as directed

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5m depth in hard / dese soil etc complete all as specified and directed

Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed

Removal of excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed

PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

Pre-cast cement concrete block masonry, Type C1 1:3:6 (20 mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in mortar 1:4, complete etc complete all as specified and as directed

Walling random rubble, uncoursed well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete etc complete all as specified and as directed.

All as per item no 1.019 above but except stone work

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete) set in cement mortor for 150 mm internal dia of pipe complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete) set in cement mortor for 200 mm internal dia of pipe complete all as specified and directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete) set in cement mortor for 300 mm internal dia of pipe complete all as specified and directed.

Taking down PVC, soil and waste pipe up to 300 mm dia ( any size or pattern) including all fittings head shoes etc complete all as specified and as directed

Reinforced concrete pipes, class NP 3,150 mm dia bore of pipe laid and jointed complete with collarsr complete all as specified and directed by Engr-in-charge

Reinforced concrete pipes, class NP3, 200mm dia bore of pipe laid and jointed complete with collarsr complete all as specified and directed by Engr-in-charge

Reinforced concrete pipes, class NP3, 300mm dia bore of pipe laid and jointed complete with collarsr complete all as specified and directed by Engr-in-charge

150mm dia bore PVC, SWR pipes, single socketed in any length with rubber ring joint fixed in floor/trenches complete all as specified and directed

200mm dia bore PVC, SWR pipes, single socketed in any length with rubber ring joint fixed in floor/trenches complete all as specified and directed

Cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

Cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

Cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 300 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150 mm internal dia of pipe complete all as specified and directed.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 200 mm internal dia of pipe complete all as specified and directed.

PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed.

Cement concrete 1:2:4 type, B0 using 12.5mm graded stone aggregates as in copings, fixing of post/ Chajja kerbs, roof padding/staging of water tank etc including necessary fromwork, weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed

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

Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc complete all as specified and directed.

Rendering on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:4 mixed water proofing compound as per mfd instruction to be finished even and smooth with out using extra cement complete all as specified and directed Notes :WPC shall be meased and paid sepeartely

Rendering 10 mm thick in CM (1:4) on fair faces of brick work or concrete surface finished even and smooth without using extra cement etc complete all as specified and as directed

Keyed pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 complete etc complete all as specified and as directed.

Keyed pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 incl raking out old pointing, plastering etc complete all as specified and as directed .

Supply only water proofing compound (Liquid) complete all as specified and as directed.

Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:6 complete all as specified and directed.

Mild Steel TMT bar 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete.

Mild Steel TMT bar 6 to 8mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete.

Mild steel works conforming to Fe 290 Gde E-165 as in angle iron post and struts in fencing incl cutting tops to shape as directed drilling holes notching for wire etc. incl all necessary drilling, bolting of riveting etc. complete all as specified and as directed

Mild steel screw bolts(Machine made, dia of neck 10mm) with hexagonal or square heads at one end and screwed the other, or screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut n exc 5cm long etc complete all as specified and as directed.

Framed work such as grills, gratings, guard bars etc with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railing; framework of water tanks and similar work conforming to Fe-290 Gde-E-165 complete all as specified and directed.

Supply only chain link fencing any size or type etc complete all as specified and as dicected

Fixing only chain link fencing incl line, wire any mesh, size and type to any type of standards, rails, straining bolts, etc incl provision of binding wire etc complete all as specified and as directed

Punched Tape concertina Coil 600 mm dia over angle iron frame fixed over wall complete all as specified and as directed incl dismantlng of existing concertina coil etc complete all as specified and as directed.

Repairs Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings 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) incl taking out existing barbed wire fencing

Broken glass copings with 25 mm thick rendering in CM (1:3) with rounded or weathered finish, using broken glass of bottle or thick glass of 63 mm thick guage embedded firmly in the mortar @ 4 Kg of glass per Sqm of rendering surfaces keeping jogged edges of the glass projecting on top of compound wall incl taking down old glass coping incl rendering etccomplete all as speicfied and directed

Preparing new plastered surface of wall and applying two coat of cement base paint over a priming coat of white wash etc complete all as specified and as directed

Preparation of new steel and iron surfaces of any description, over 10 cm in width or girth , not otherwise described and painting with two coats of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and as directed

Preparation of old painted steel surfaces of any description exceeding 10 cm in width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed.

Preparation of old treated plastered or unplastered wall surfaces of any description including brooming down with steel wire brushing scrapping down smoke soot’s, moulds, moss and efflorescence, salts, trading oil and greasy spots etc and applying one coat of white wash on wall surfaces all as specified and as directed.

All as per item no 1.058 above, but two coat of white wash

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises etc complete all as specified and as directed

Dismantling of Stone set paving of any description or in floors, aprons etc (Laid bedded and pointed in any cement mortar) incl removing off the premises etc complete all as specified and as directed

75 mm thick cement concrete type D- 2, 1:4:8 (40mm graded aggregate) as in sub base of flooing etc complete all as specified and as directed

Screed bed or bedding layer of mortar 15mm thick in CM 1:6 for laying floor finishes complete all as specified and directed

Exterior grade, coloured glossy finish rubber pressed, cement concrete designer chequered tiles of size 30cm x 30cm x 25mm thick set, jointed and pointed in neat cement slurry with grey cement and pigment to match the shade / colour / matrix of tiles as in floor etc. complete all as specifed and as directed

Supply and spreading of M-sand as cushioning material complete all as specified and directed

Machine presssd pre-cast concrete interlocking coloured paving Block of glass fibre reinfoced glossy finished vibro compacted any shape and size confirming to IS-15658-2006 of 60 mm thick, M-35 grade to match with grey cement and pigment etc complete all as specified and as directed

Roubber moulded pre-cast Kerb stones of cement concrete 1:2:4 (20mm graded stone aggregates) factory made, size, shape, pattern and finished as approved, including rounding, chamfered or half round and bedded of perfectely levelled surface pointed and jointed in CM 1:4 etc complete all as specified and as directed

Suresh painters

MAA ENGINEERING SERVICERS

Atom Engineers and Builders

J PUSHPALATHA ENGINEER AND CONTRACTOR