UPKEEPING AND MAINT OF SEWAGE SYSTEM AND CLEANING OF SEWAGE LINE ETC OF ZONE B INCL MES QTRS UNDER AGE B/R-II OF GE (N) PATIALA

Amount

Excavation in trenches in soft/loose soil not exceeding 1.50 Mtr wide and not exceeding 1.50 Mtr in depth and getting out in soft/loose soil complete all as specified and directed Engineer-in-Charge

All as per Serial items No. above herein before but exceeding 1.5 Mtr and not exceeding 3.00 Mtr depth Note :- The rate quoted should include provision of oxygen cylinder , safety belts and helmet in case of deep earth work as and when necessary including insurance of workers.

Demolition of Brickwork of stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles

M&L for Brick work using Sub Class "B" brick straight or curved on plan not exceeding 6 Mtr means radius built in CM 1:4 complete all specified and directed by Engineer-in-Charge

All as per sr no 04 above but using old Bricks retrieved from item no 3 after proper cleaning.

Taking down cement plaster on brick walls built in cement mortar including raking out joints and concrete surfaces as in wall or ceiling etc. including hacking for key, scrubbing down with water etc complete all as specified and directed.

M&L for Cement plaster 15mm thick on fair faces of brick wk in cement mortar 1:4 and finished even and smooth without using extra cement with/without WPC complete all as specified and directed by Engr-in-Charge (WPC where required shall be measured and paid separately)

M&L for preparing old surfaces of wall and applyting one coat of colour wash complete all as specified and directed.

M&L for Cement concrete (1:2:4) type B-1 using 20mm graded machnically crushed stone agg as in benching of manholes /coping /plinth course bands/ stops etc incl necessary form works complete all specified and directed by Engineer-in-Charges

Demolition by breaking up drain pipes salt glazed stone ware pipe, AC or reinforced concrete of internal dia 100/150/200/300 mm dia jointed in cement mortar and taking out of from trenches removing the debries from site complete all as specified and directed by Engineer-in-Charge

M&L for Reinforced concrete pipes of 150mm dia, class NP3, laid and jointed complete with collars and jointed complete in cement mortar (1:1) and including concrete bed type D-2 1:4:8 using 40mm stone agg) to drain pipes of 150mm dia size and of any dia complete all as specified and directed by Engr-in-charge.

M&L for Reinforced concrete pipes of 200 mm dia, class NP3, laid and jointed complete with collars and jointed complete in cement mortar (1:1) and including concrete bed type D-2 1:4:8 using 40mm stone agg) to drain pipes of size 200 mm dia complete all as specified and directed by Engr-in-charge.

M&L for Reinforced concrete pipes of 300 mmdia, class NP3, laid and jointed complete with collars and jointed complete in cement mortar (1:1) and including concrete bed type D-2 1:4:8 using 40mm stone agg) to drain pipes of size 300mm dia complete all as specified and directed by Engr-in-charge.

Returning and filling incl spreading, levelling, water and well ramming in layers not exceeding 25cm thick complete all as specified and directed Engr-in-charge

Removal of excavated material n. exc 50 M and depositing where directed at a level not exc 1.5 M above the starting point 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 formingbranch channel (1/2 round or 3/4section) in cement concrete 1:2:4 mix type B-1smooth finished and reforming benching as required of any size of dia of pipe complete all as specified and directed.

S&F in repair Cast iron Nahani trap 100 mm bore with CP grating including jointing to waste pipe fixed in cement concrete type B1 (1:2:4) complete all as specified and directed.

S&F in repair Cast iron soil, waste and vent pipe, 100mm bore, sand cast in any length, with or without ears, with cement joints, fixed to walls and trenches/ floors with and including stack clamps, nuts , bolts etc. and making necessary connections complete all as specified and directed.

S&F in repair Cast iron soil, waste and vent pipe, 75mm bore, sand cast in any length, with or without ears, with lead joints, fixed to walls and floors/trenches with and including stack clamps, nuts , bolts etc. and making necessary connections, complete all as specified and directed.

Demolition of cement concrete of any description and in any position not otherwise specifically provided complete all as specified and directed.

M&L for 25mm thick cement concrete type B-1 1:2:4 (using 20mm graded stone agg) as in flooring complete all as specified and directed.

M&L for cement concrete 1:4:8 type D-2 (using 40mm graded stone agg) as in sub base of path or hard standing complete all as specified and as directed.

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

M&L for non skid ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the tiles and over and including 15 mm thick screed bed in CM 1:6 complete all as specified and directed.

M&L for non skid ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in fllors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the tiles and over and including 15 mm thick screed bed in CM 1:6 complete all as specified and directed.

M&L for providing and Laying Premium (1st) quality straight edge, ceramic tiles WA value between 3% to 6% , flexural strength greater than 22N/mm², scratch resistance on mohs scale greater than 4 and crazing resistance of 2 cycles in area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm , 8 to 10 mm thick . in any shade and design/pattern of light & dark tiles etc as approved by Engr-in-charge matching with wall tiles, set & jointed in neat cement slurry & pointed in matching colored polymer cement based grout to match over and including 15 mm thick screed bed in CM 1:6 complete all as specified and directed by Engr-in-Charge.

S&F Vitreous china squatting pan of Orissa patten size 580 x 440 white with CI P or S trap joint in cement front or back inlet with integral footrest including connection to trap and to flushing pipe,anti-syphonage pipe, etc, complete and making good to floor in CM 1:3 all as directed and specified.

S&F 110mm PVC (SWR) pipes single socketed, in any lenth with rubber ring joints,fixed on walls and in floors including and S&F holder battern clamp 100 mm dia of 25mm by 3mm flat iron stays. Including bolts and nuts and securing ends of stays to wall or roof complete complete all as specified and directed.

S&F 110mm PVC (SWR) bends any radius complete.

S&F CI gully traps, 150 x 150mm size , square or roundmouthed, type 'P' or 'S' fixed as in repair complete all as directed and specified.

S&F CI Bends (any radius), for 100mm bore CI piipes diminishing pieces or tapers (larger bore measured) fitted with oval access doors complete all as specified.

S&F cast iron junction combination 'T' equal or unequal for 100mm bore with access door as in repair complete all as specified.

M&L 75 mm thick PCC (1:2:4) type B-1, (using 20 mm graded stone agg) as in flooring/ road cuttings in alternate ways etc, fair finished without using extra cement complete all as specified and directed by Engr-In-Charge.

M&L for Cleaning of under ground sewage network in each month including manholes obstruction free by removing sludge and any type of blockage in any kind of manhole or lines including removing blockage inside the building from EWC/WC/floor trap/gully trap etc in old cantt area by deploying adequate manpower and suitable T&P so as to avoid damage to the line/structure complete all as specified and as directed. Note:- (i) Sewage network under old cantt area consists appx 7.50 Km long (Dia of pipe up to 200mm-6.00 Km & Dia of pipe exc 200mm but n. exc 600mm-1.50 Km) (ii) Contractor or his rep will report daily at complaint cell of old cantt at 9.00 AM for collection of complaints from the concerned JE's Incharge, on failure a penalty of Rs. 500/- per day in addition to delay in attending the complaints will be charged. A seperate muster roll register will be maintained in AGE office. (iii) Immediately after lodging daily complaints by the users or directed by the EIC consequent to his routine check, the concerned JE shall intimate/hand over the complaint to the contractor or his rep for attending complaints by deploying minimum two sewage cleaning persons to the satisfaction of user / Engineer-in-charge within 24 Hrs. In case of failure to attend the complaint within specified period, a penalty of Rs.100/- per day per complaint shall be imposed on the contractor for the period the work remains incomplete. After 03 days from the date of handing over of complaint, the unattended complaints shall be got completed from any other agency at the risk and cost of the contractor without any notice to the contractor. In case of disputes as to delay happened in attending the complaint or inadequate period, decision of Accepting Officer shall be final, conclusive and binding.

M&L for Cleaning the sewage sump wells, septic tanks of any dia depth and in any location etc by taking out complete sludge water and solids mechanically by HCV mounted suction discharge machine having flow back facility with sludge tank of adequate capacity removing & disposing the entire retrieved material to a distance not exceeding 1000 meter outside the periphery of defence land and covering the entire sludge with local earth complete all as directed by the engineer-in-charge. Note : Depth of sludge in the pit shall be measured from the bottom of pit to the existing water/effluent lever prior to ordering the cleaning in the presence of EIC.

M&L factory made machine pressed rubber moulded ISI marked precast cement concrete interlocking paver block of any shape and size and of with grey cement and no pigment tiles confirming to IS-15658-2006 of 60mm thickness M-35 grade and including filling of interstices with fine sand over including 25mm thick layer of sand cushion complete all as specified and directed.

M&L factory made rubber moulded coloured chequered tiles 30cm x 30cm x 22mm thcik with grey cement and pigment, set jointed and pointed in neat cement slurry as in floor/path over and including and 15 mm thick screed bed in CM 1:6 complete all as specified and directed.

M&L for factory made rubber moulded pre-cast cement concrete type B1 1:2:4 (20mm graded agg) fixing in CM 1:4 as in kerb stone with plain fair faces, including chamfers, weatherings, throating etc and setting in mortar complete with joints to match including embedding in the ground to depths indicated and tamping ground around and also for removing any surplus spoil to a distance n.exc 50 mtrs complete all as specified and as directed.

S&F Vitreous China wash down water closet pan (pedestal pattern), white including connections to drain (or outgoing pipe) and to flushing pipe, anti-syphonage pipe incl seat cover etc. fixed in repairs complete all as specified and directed.

S&F reinforced precast factory made concrete manhole/drain covers of size exc 0.12sqm but n exc 1.00 sqm and thickness not less than 50 mm and shape of square/rectangular/circular fixed in position complete all as specified and directed. For measurement purpose it will be measured in cubic metre.

M & L TMT bars 8mm dia and over cut to length bent to shape required incl cracking bending, spirally, hoocking ends and binding with mild steel wire not less then 0.9mm dia (annealed) complete all as specified and directed by Engr-In-Charge

M&L for reinforced cement concrete type B1 , 1:2:4 (using 20mm graded stone agg) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

M & L for Form work to face of suspended slab such as roof slab, floor slab, landings, main hole covers, and simular work not exceeding 150mm thick (horizontal or slooping) complete all as specified and directed.

M&L cement concrete type B1 1:2:4 (20 mm graded stone aggregate) in roof kerbs, paddings or mud stops rounded or chamfered complete all as specified and directed.

HARJIT CONTRACTS (BID ID -3347157)

Jawandha Enterprises (BID ID -3355292)

RUPINDER SINGH SODHI (BID ID -3344622)

SWAMI ENGINEERS (BID ID -3342450)

AR CONSTRUCTIONS (BID ID -3346803)