REPAIRS MAINTENANCE TO SEWAGE LINES COMPOUND WALL FENCE AT DUNKRIK UNDER AGE BR II C AND FENCING BOUNDRY WALLS GATES AND ALLIED WORKS IN ZONE B AND C AREA OF AGE BR I C IN GE C KIRKEE

Amount

Demolition and breaking up drain pipes (salt glazed ware AC/RCC) drain pipes set in cement mortar, dia of pipe 100mm complete all as specified and as directed.

All as per item No. 1 here-in-before but dia of pipe 150mm.

All as per item No. 1 here-in-before but dia of pipe 200mm.

Cleaning of existing septic tank of 500 users capacity by using Mechanical Pumping Machine to removing water, sludge, stones, solid particles etc complete from the septic tank at any location and at distance from road and removing the same from the campus and buried complete all as specified and as directed as below: (i) The sludge/burried soil etc taken out shall be stacked alongwith the septic tank, sump well etc. After 48 hours of the sludge taken out, measurement shall be taken as of the solid contents for the purpose of payment. The tenderer are advised to keep this aspect in mind while quotating the rates. After taking the measurements, the solid contents shall be disposed off outside the Md land/area. (ii) Necessary precautions as well as safety measures shall be taken by the contractor without any extra cost, for working in the foul conditions. (iii) The contractor shall be entirely responsible for the lapse, mishappening to any of the manpower deployed and/or to other equipment/machinary/material at the site of work during the execution.

All as specified in item No 4 above but septic tank for 25 users.

All as specified in item No 4 above but septic tank for 50 users.

All as specified in item No 4 above but septic tank for 100 users.

All as specified in item No 4 above but septic tank for 200 users.

All as specified in item No 4 above but filter bed for 200 users.

Excavating in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth; for foundation etc or for manholes, laying pipes etc and getting out in hard / dense soil complete all as specified and as directed.

Demolition of unreinforced cement concrete (below or above GL) of any description and in any position not otherwise specifically provided for complete all as specified and as directed.

Demolition of precast concrete block/brick work walling built in cement mortar complete all as specified and as directed by Engineer-In-Charge.

Demolition of reinforced cement concrete manhole covers n exc. 15cm thickness below or above ground level complete all as specified and as directed.

Taking down cement plaster on wall /concrete surface etc including racking out joints hacking for key scrubing down with water etc complete all as specified and as directed by Engineer-In-Charge.

M & L for rendering 15mm thick on fair faces brick work /PCC block masonary or concrete surface of wall using cement mortar 1:6 and finished even and smooth (without using extra cement) complete all as specified and as directed.

M&L for cement concrete 1:4:8 type D-2 using 40 mm graded coarse aggregate in bed to drain pipes of 100 mm bore including forming cradles complete all as specified and as directed.

All as per item No. 16 here-in-before but for drain pipes of 150 mm bore including forming cradles complete all as specified and as directed.

All as per item No. 16 here-in-before but for drain pipes of 200 mm bore including forming cradles complete all as specified and as directed.

M&L cement concrete (1:4:8) type D - 2 using 40 mm graded coarse aggregate in foundations filling & mass concrete complete all as specified and as directed.

M&L for reinforced concrete pipes, 100 mm bore, Class NP-2, laid and jointed complete with collars complete all as specified and as directed.

M&L for reinforced concrete pipes, 150 mm bore, Class NP-2, laid and jointed complete with collars complete all as specified and as directed.

M&L for reinforced concrete pipes, 200 mm bore, Class NP-2, laid and jointed complete with collars complete all as specified and as directed.

M&L for precast cement concrete block masonry of grade C-5 having density not less than 1800 kg/cum and 28 days average minimum compressive strngth of block should be 5 N/sqmm as in walling set in cement mortar 1:6 complete all as specified and as directed.

All as per Item No 23 above but except blocks complete all as specified and as directed.

M&L for PCC 1:2:4 Type B-1 using 20 mm graded coarse aggregate finished even and smooth without using extra cement in coping including necessary formwork and benching in bottom of manholes drain etc complete all as specified and as directed.

M&L for rendering 15 mm thick on faces of brick/ PCC block masonry wall using cement mortar 1:4 and rendering is to be finished even and smooth (without using extra cement) complete all as specified and as directed.

Supply only integral water proofing compound.

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 as directed.

All as per item No 28 above but for 57 cms inner girth of drain/ channel complete all as specified and as directed.

All as per item No 28 above but for 74 cms inner girth of drain/ channel complete all as specified and as directed.

Returning, filling in soil spreading, levelling, watering and well ramming in layers n. exc. 25 cm. complete all as specified and as directed.

Removing excavated soil n. exc. 50m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed.

M&L for precast cement concrete 1:2:4 type B-1 (using 20 mm graded coarse aggregate) in cover slab set in CM 1:6 complete all as specified and as directed.

M&L for mild steel TMT bars 6 mm to 8 mm dia, cut to length, bend to shape required, including cranking, bending and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed.

M & L for cleaning of all blockage of sewerage of any type sewerage line, branch line main sewer line, etc of any section and that any situation by way of cleaning/desludging by using mechanically or pumping out sewage from block manholes where required and directed by Engineer-in-charge and keeping sewer line functional. Day-to-day complaints of chocked up manholes, sewage lines etc. Cleaning the trap WC, soil waste, vent pipe, gully traps, upto final drop outlet, inlet of septic tank working in foul condition with taking precautionary measures, equipments and required power/cable Pertaining to Dunkrik line OTM Accn and MD Accn, complaints of blockages and cleaning of sewage line are to be received daily from the complaint cell situated in the premises of office of the AGE B/R-II (C) Kirkee and entire complaints are to be attended for cleaning on the same day. Minimum number of labourers with specialised experience will not be less than 02 Nos safaiwals from 0830 hrs to 1700 hrs. Note : (i) The payment towards the subject items shall only be made as per the total number of days, contractor had cleaned and cleared the blockages of sewage line. (ii) In case urgent nature of complaints, contractor has to attend the complaints even on Sundays and holidays also (iii) Contractor shall maintain a register including details of day of cleaning of sewage line, duly signed by contractor and Engineer-in-Charge. If the contractor will not able to provide the man power, the recovery of Rs. 629/- per person pe day will be deducted. ( For day to day cleaning contractor have to procure mechanically oparated equipments like KAMBORE NM, KAMBORE CC, KAMROD, KAMBORE 1075, KAMBORE ST 300-700, KAMBOBE TM-CNR-GD or equivalant equipment to attend daily complaints no extra cost paid to contractor for procuring equipments )

Dismantling of precast interlocking paver blocks laid dry of any description thickness & size complete all as specified and as directed.

M&L sand/crushed sand filling under floors or foundations including watering and consolidation complete all as specified and as directed.

M&L for 75 mm thick PCC 1:4:8 type D2 in sub base complete all as specified and as directed.

M&L for providing 60 mm thick machine pressed precast concrete interlocking paver blocks of any shape and size conforming to IS-15658-2006, with grey cement and pigment, rubber moulded tiles M-35 Grade, as in floors, paving, path etc. complete laid over sand cushioning complete all as specified and as directed.

Dismantling of RCC posts or struts (wood, steel or R.C.C.) of any section including taking out embedded portion and making good of disturbed ground (posts embedded in Concrete, brick work, masonry, etc.) etc complete all as specified and as directed.

Excavation in post holes (or similar holes) each n.exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n.exc 50m and making good surface in hard dense soil complete all as specified and as directed.

Excavation in trenches not exc 1.50mtr wide and not exc 1.50mtr in depth for foundation etc and getting out in soft / loose soil complete all as specified and as directed.

Providing precast cement concrete type B-0 , 1:2:4 (12.5 mm graded stone aggregates) as in louvres and jallies, 25mm thick (measured solid), including all mouldings but excluding frame set in cement mortar 1:4 complete all as specified and as directed.

M&L for providing reinforced cement concrete type B-1, 1:2:4 (20mm graded aggregate in precast posts for fencing, average sectional area exc 100 sqcm and n.exc. 250 sqcm, with or witlhout chamfered angles and flat splayed rounded or mitred tops complete all as specified and as directed.

M&L PCC (1:3:6) type C-2 using 40mm graded stone aggregates as in surface channels and drains complete all as specified and as directed.

M&L RCC M-20 design mix (using 20 mm graded stone aggregate.) in footings & plinth beams etc. complete all as specified and directed.

M&L RCC M-20 design mix (using 20 mm graded stone aggregate.) in columns, pillars, piers, posts and struts etc.complete all as specified by Engr-in-Charge

S&F mild steel work as in Posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc and similar work confirming to Fe-290 Gde E-165 complete all as specified by Engr-in-Charge.

Supply only mild steel nuts and bolts of 12mm dia 150mm long machine made with hexagonal or sqare heads at one end and screwed the other and fitted with one washer and one haxagonal nut etc complete all as specified and as directed.

S&F in repairs for Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and strain-ing and fixing to any type of standard rails straining bolts, includig, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as specified by Engr-in-Charge. (each line wire to be measured).

Restraining resecuring including making good staples etcr Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and strain-ing and fixing to any type of standard rails straining bolts, includig, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as specified by Engr-in-Charge. (each line wire to be measured).

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

Supply only Chain link MS galvanisd fencing, any size or type complete all as specified by Engr-in-Charge.

S&F TMT Bar 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, complete all as specified by Engr-in-Charge.

Ditto all per item No.54 above but 5mm dia and over upto including 10mm dia in stirrups, spacers and binders, complete all as specified by Engr-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified by Engr-in-Charge.

S&F mild steel Fe 410-W (Gde E- 250 quality-A) Framed work as in doors or gates of angle or other section with gusset plates,rails,braces, etc., complete, drilled for fixing of steel sheeting or other covering Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering,running rails and guides) and hanging;as in gate including all necessary fitting, also fastening and fixing complete all as specified by Engr-in-Charge.

M&L 10mm dia mild steel round bars as straining bars to secure chain link fencing with fencing posts incl running welding to the ends of bars with overlapping not less than 10cm etc conforming to Fe-410-W(Gde E-250 quality A) complete all as specified and as directed.

M&L brick work with fly ash old size bricks straight or curved on plan exc 6 m mean radius in CM 1:6 complete all as specified and as directed.

M&L Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM (1:4) complete all as specified and as directed.

M&L Rendering 10mm thick on fair faces of Brickwork or concrete surfaces in CM 1:4 finished even and smooth without using extra cement mixed with WPC as per manufacturer instructions complete all as specified and as directed.(Note: WPC shall be measured and paid seperately)

M & L preparation of new plasterd or unplastered surfaces of walls and applying two coat of cement base paint over a coat of alkali resistant primer complete all as specified and directed.

M & L preparation of old plasterd or unplastered surfaces of walls and applying one coat of cement base paint complete all as specified and directed.

M&L applying two coats of Acrylic Exterior Emulsion paint(Apex ultima) on walls including preparation of old decorated plaster surfaces complete all as specified and as directed.

Preparation of new steel surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and as directed.

Preparation of old steel surfaces of any description, over 10 cm width or girth and applying one coats of synthetic enamel paint complete all as specified and as directed.

M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for flat rough finished surfaces of concrete complete all as specified by Engr-in-Charge.

M&L for formwork to sides of to sides of pillars, posts, struts, piers with square, rectangular or polygonal rough finished surfaces of concrete etc. complete all as specified and directed.

S&F in repairs PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches, fixed to walls of 75 mm bore of pipe etc complete all as specified and directed.

M&L 25mm thick PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in base course complete all as specified and as directed.

M&L Chequered cement concrete tiles rubber moulded 30cm x 30cm x 25mm thick set, jointed and pointed in near cement slurry in floors, with grey cement and pigments over and including 15 mm thick screed bedding in CM 1:6 complete all as specified and as directed.

M&L 15-20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking plat forms and like in cement mortar (1:3) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 10 mm thick plaster in CM 1:4 complete all as specified and as directed.

M&L Dubbing out average 10mm thick on irregular face of walls (when specifically ordered in writing) in CM (1:4) complete all as specified and as directed.

M&L Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM (1:4) complete all as specified and as directed.

L.K.R.TIWARI CONSTRUCTION

MAHESH DADAJI BACHHAV

S.R.M.K Enterprises

Shri Sant Cosntruction

M/S JAYCONSTRUCTION CO

greenstone construction

Raj Associates

OM GANESH CONSTRUCTION