CLEANING AND MAINT OF SEWAGE SYSTEM AND REPAIRS/MAINT OF SEC WALLS/FENCE, RETAINING WALLS, DRAINAGE SYS, ROAD/PATH AND CULVERTS INCL PERIODICALS ETC FOR ZONE B AREA UNDER AGE (I) CIF (R).

Amount

Dewatering/pumping/bailing out of of contaminated water by mechanical means including cleaning of sludge from septic tanks soakage well alongwith inlet/outlet chambers, manholes, soakage pits etc of any capacity and depth including removing of cocontaminated water/sludge, silt , residue both type (Organic and inorganic) and any other solid waste material outside unit/Cantonment area and putting manhole/septic tank cover in original poistion including spreading unslacked lime powder on top of septic tank/soakage well to make it hygenically fit, complete all as specified and as directed by Engr-in-charge. Note :The Sludge shall be carried away in sweage carrying tanker of capacity 2500 Litre Minimum

Excavation in trenches in any type of soil n. exc 1.5m wide & n. exc 1.50m in depth for foundations for shafts, wells, cesspits, manholes, pier holes & getting out complete all as specified and directed

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

M&L for concrete bed to drain pipes of bore 110 mm including packing under,and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate including necessary shuttering and supports complete all as specified

Dismantling of SGSW/PVC (SWR) drain pipes, internal dia of pipe 150 mm, and taking out of trenches, if required.

Dismantling of SGSW/PVC (SWR) drain pipes, internal dia of pipe 100/110 mm, and taking out of trenches, if required.

M&L for 150 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floor complete, all as specified.

150 mm bore salt glazed stone ware , grade 'A' drain pipe laid in trenches and jointed as specified.

S&F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or floor (any size and pattern) with all fitting, complete all as specified and directed.

110mm bore, PVC (SWR) junction single, (Single T) equal or unequal,complete all as specified.

110mm bore, PVC (SWR) bends any radius provided with access door, complete all as specified.

Vitreous Chinaware squatting pan, ‘Orrisa pattern’ size 580 mm x 440 mm, crystal white, with cast iron ‘P’ or ‘S’ trap, front or back inlet, integral foot rest with provision of plain cement concrete M-15, type B-I using 20 mm graded crushed stone aggregate complete all as specified, incl making connections to trap and to flush pipe, etc and making good to floors to match existing,fixed in repair, all as specified.

Vitreous China wash down water closet (pedestal pattern), white including traps, connection to drain or outgoing pipe, flushing pipe, anti-syphonage pipe complete including fittings, PVC coloured seat cover and chromium plated jet including PVC connection, fixed complete including demolition of old unservicable WC and provision of plain cement concrete M-15, type B-I, using 20mm graded crushed stone aggregate, fixed in repairs all as speci

Cleaning of all blockage of sewage of any type sewage lines, branch lines, main sewage line etc of any sec and that in any situation by way of cleaning/desludging manually/mechanically or pumping out sewage from block manhole where required and as directed and keeping the sewage line functional, cleaning the trap, WC soil pipe, vent pipe, gully trap upto final drop outlet, inlet of septic tank, working in foul condition and taking precautionary measure, equpment and required poer/cables all as specified for the working condition as directed. Note: The contractor shall provide 01 No Safaiwala to (AGE(I) CIF(R) from 0900 Hrs to 1700 Hrs even on sundays and holidays to attend emergency complaints. No extra payment shall be admitted for working on Sunday/Holidays. If the contractor will not able to provide the man power, the recovery of Rs 500.00 per person per day will be deducted.

PVC (SWR) 'P' trap, dia of outlet 110mm, complete all as specified.

Demolition of cement concrete (unreinforced) in ground floors and paving, not exceeding 15cm thickness (below or above ground level), un-reinforced, complete all as specified.

Plain cement concrete ,1:3:6, type C-2, using 40mm graded mechanically crushed stone aggregate, 75mm thick as in plinth protection etc., surface finished even and smooth without using extra cement and laid to a slope of 1 in 24 in alternate panels n.exc. 1.20 Sqm each, 12mm wide and 5 cms deep joints shall be formed between the bays and shall be filled with mastic filling comprising a mixture of one part of heated blown bitumen VG-10 and two parts of heated coarse sand (by volume), all as specified. Note:- The unit rate include for use of form work (straight or curved).

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for, complete all as specified.

PCC 1:4:8, type D-2 using 40mm graded crushed stone aggregate as in foundations, filling, mass concrete, complete all as specified & directed.

PCC 1:3:6, type C-1, using 20mm graded crushed stone aggregate as in surface channel and drains, complete all as specified & directed.

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

M&L for 100 mm thick plain cement concrete, 1:2:4, type B-2 ( using 40 mm graded crushed stone aggregate ) finshing sufaces of concrete toping even and fair (without using extra cement), complete all as specified and as directed

75mm thick PCC 1:3:6, nominal mix, type C-2, using 40mm graded crushed stone aggregate as in sub base, complete all as specified.

Prepolished Chequerred cement concrete tiles 300X300X 25mm thick glossy finish set and jointed in neat cement slurry with grey cement and pigments to match the colours of tiles laid over and including 15 mm thick screed bed in cement mortar 1:6, complete all as specified.

Demolition of stones or brick masonry, built in cement mortar including all quoins, arches etc., but excluding ashlar facing, dressed stone work etc.complete,all as specified.

Brickwork with sub-class ‘B’ bricks (old size), straight or curved on plan exc. 6m in mean radius, built in cement mortar 1:6,complete all as specified & directed.

M&L for sand for 50 mm thick filling under interlocking pavor block including watering and consolidation, complete all as specified and directed.

Machine pressed precast interlocking paver block coloured any shape and size as approved conforming to IS 15658 of 60mm thick M-35 grade of grey cement and pigment & laid all as specified and directed

M & L for PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation filing and and mass concreate, complete all as specified and directed.

Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified.

Providing precast reinforced cement concrete 1:2:4, type B-1 (using 20mm graded mechanically crushed stone aggregate) but in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, set in cement mortar (1:4) (1 cement : 4 coarse sand), all as specified. Note :- (i) The unit rate include for use of form work (straight or curved). (ii) Reinforcement if any shall be measured and paid separately.

TMT bars 6 to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and as directed.

M & L for walling of random rubble uncoursed well bonded,bedded and solidly hearted built in CM 1:6 complete all as specified and directed.

Raised pointing to random or polygonal rubble , uncoursed or brought upto courses in cement mortar 1:4, all as specified.

Extra over stone walling for hammer dressing to face stones and dressing of face stones and dressing of face beds and joints , as specified , of random rubble walling , uncoursed or brought upto courses, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40 mm , Lime or Sand stone, all as specified .

Plain Cement Concrete, 1:2:4, nominal mix, type B-1, using 20mm graded crushed stone aggregate as in, 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, including necessary form work, complete all as specified.

M&L for precast RCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in bond stone and set in cement mortar 1:4 complete all as specified.

M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:3 with using WPC (WPC to be measured and paid separately) finished even and smooth without using extra cement, complete all as specified and directed.

Supply only liquid water proofing compound, complete all as specified and directed.

Preparation of old plastered surfaces of wall and applying one coats of cement base paint, complete all as specified and directed.

Preparation of old plastered surfaces of walls and applying one coats of oil bound distemper, complete all as specified and directed.

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

Returning filling in including spreading, levelling, watering and well ramming in layers not exc.25cm thick each layer of soil all as specified.

Removal of surplus soil to be distance n.exc 50M and depositing where directed at a level n.exc 1.5m high from the starting point, all as specified.

Deduction to be made from BOQ for schedule of credit (Sch 'A' Part - II) Amount of ₹ 3115.00 during AOC Note:- Tenderers shall not quote for this Schedule

VIJAY KUMAR SURI AND SONS

arneesh kumar suri

NATIONAL TRADING COMPANY

M/s Rahat Traders