REPAIR AND CLEANING OF SEWAGE LINE INCLUDING SEPTIC TANKS AND MANHOLES SOAKAGE PITS ETC UNDER AGE B/R - I AT ITARANA ALWAR

Amount

Cleaning of Sewage line of 100mm bore from gully traps, grease traps etc. upto 1.5 m deep by removing all filtn/silt, foreign materials and other deposits whatsoever completely and making the line free from all obstacles and testing the flow of sewer line evenly, smoothly by filling water. The cleaning operation will be carried out in suitable lengths by blocking the first and last manholes of sewage line and removing the silt/sludge & other deposits out side of MD land in covered van/trolley, all as specified & directed.

All as per description of serial item No. 01.00 here-in-before but sewage line of 150 mm bore and depth of sewage line upto 1.50 m.

All as per description of serial item No. 01.00 here-in-before but sewage line of 150 mm bore and depth of sewage line upto 3.00 m.

All as per description of serial item No. 01.00 here-in-before but sewage line of 200 mm bore and depth of sewage line upto 4.50m.

All as per description of serial item No.01.00 here-in-before but sewage line of 300 mm bore and depth of sewage line upto 6.00m.

Cleaning of septic tank of any capacity or description including cleaning and pumping out fluid, cleaning of sludge from compartment of septic tank including intercepting chamber & washing down with water complete and removing the sludge in covered van/trolley out side the MD land, complete, all as directed.

Cleaning of sewage sump 4 to 4.5 m dia and not exceeding 9.0 m depth by bailing out of water, removing the silt/sludge in covered van/trolly out side the MD land, complete, all as directed.

Cleaning of manholes depth upto 1.5 mtr by removing all silt, sludge, any other materials making clean and flushing with water complete incuding removal of spoils out side MD land and taken out cover slab and reset in the same position after cleaning and testing all as specified and directed. cleaning shall be done either manually or mechanically as required and directed by Engr-in-charge.

All as per description of serial item No. 08.00 here-in-before but depth exceeding 1.5 m and not exc 3 m deep complete all as specified and directed.

All as per description of serial item No. 08.00 here-in-before but depth exceeding 3 m and not exc 4.5 m deep complete all as specified and directed.

Cleaning of all blockages of Nahani trap/floor trap, bottle trap, gully trap, P or S traps of WCs, 100 mm/75 mm dia CI pipe stacks upto 1st Manhole, CI/SGSW pipe between gully trap & 1st Manhole, CI Tee/Door bends etc to maintain internal sewage system in the area of AGE B/R - I (Itarana) with and including manual/pressure cleaning pump & flexible rods and other necessary equipments complete all as specified and directed by Engr-in-Charge. Note : (i) Contractor or his authorised representative collect such type of complaints from AGE B/R - I complaint cell at 9.00 AM on daily basis except sunday /Holiday. No extra payment shall be made on account of collection of complaint.

Demolition of brick/stone masonry built in cement/lime mortar of any mix and stacking serviceable stones aside for reuse & removing unserviceable materials in low laying area, complete, all as directed by Engr-in-Charge.

Material and labour brick work with old size sub-class ‘B’ bricks, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:6 complete all as specified.

All as per serial item No 13.00 here-in-above but except bricks. Note : Old serviceable bricks retrieved from serial item No. 12.00 here-in-before shall be reused under this item.

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted stone masonry built in cement mortar 1:4 complete all as specified & as directed.

All as per serial item No. 15.00 here-in-before but except stones. Note : Old serviceable stones retrieved from serial item No. 12.00 here-in-before shall be reused under this item.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints with maximum depression on face from straight edge held against the dressed surface n. exc 20 mm in lime or sand stone work.

Taking down cement plaster or cement lime plaster on PCC/stone surface/brick surfaces including raking out joints hacking for key scrubbing down with water etc all as directed.

M&L for rendering 15mm thick in cement mortar 1:4 on stone masonry surfaces or surfaces other than fair face of brick work of walls, finished fair & even complete all as specified.

M&L for rendering 15mm thick in cement mortar 1:6 on stone masonry surfaces or surfaces other than fair face of brick work of walls, finished fair & even complete all as specified.

M&L rendering 5mm thick in cement mortar 1:3 on concrete surfaces in ceiling, finished even & smooth without using extra cement complete all as specified.

M&L for Keyed pointing in cement mortar 1:4 to random or polygonal rubble, uncoursed or brought upto course stone masonry all as specified & directed.

Raking out joints/pointing to random rubble or polygonal rubble uncoursed or brought up to courses in cement /lime mortar.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) all as specified & as directed.

M&L reinforced cement concrete (nominal mix) 1:2:4 type B1 using 20mm graded stone aggregate in slabs supported on walls, beams and columns in floors, roofs, shelves and the like. Note :- Reinforcement & formwork shall be measured and paid for separately.

M&L formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exc 200mm thick (Horizontal or sloping) for rough finished flat surfaces of concrete.

M&L formwork to edges of concrete flats, roofs, floors etc not exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide for rough finished surfaces.

M&L for mild steel TMT bars 10mm dia & over cut to length bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and bending with and including MS wire (annealed) not less than 0.9 mm dia, complete, all as specified and directed.

All as per serial item No. 28.00 here-in-above but 8mm dia.

M&L for precast RCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for man holes, drains etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including placing in position and set in CM (1:6) complete all as specified & as directed. Note :- Reinforcement shall be measured and paid for separately.

M&L for mild steel round bars of 10 mm dia and over conforming to Grade E-165 (Fe 290) as in handles of man hole covers & similar works including necessary cutting etc and fixing in position complete all as specified & directed.

Excavation in trenches not exc 1.5m wide and not exc 1.5m deep for foundation or for shafts, walls, manholes etc not exc. 10 Sqm on plan and getting out in soft/loose soil.

All as per description of serial item No. 32.00 here-in-before but depth exc 1.50 m and not exc 3.00 m.

Returning, filling in, including spreading, leveling watering and well ramming in layers not exc 25 cm thick in soft/loose soil.

Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified.

Demolition and breaking up 100mm bore drain pipes, salt glazed stone ware set in cement mortar including PCC haunching and bedding, complete.

Demolition and breaking up 150mm bore drain pipes, salt glazed stone ware set in cement mortar including PCC haunching and bedding, complete.

Demolition and breaking up 200mm bore drain pipes, salt glazed stone ware set in cement mortar including PCC haunching and bedding, complete.

S&F salt glazed stone ware drain pipes of 100mm bore, grade `A’, ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified.

S&F salt glazed stone ware drain pipes of 150mm bore, grade `A’, ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified.

S&F salt glazed stone ware drain pipes of 200mm bore, grade `A’, ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified.

M&L for PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in bedding to SGSW drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 100 mm bore pipe all as specified and as directed.

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

M&L for PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in bedding to SGSW drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 200 mm bore pipe all as specified and as directed.

Demolition of plain cement concrete of any description and in any position not otherwise specifically provided for in this Schedule complete all as specified.

Demolition of cement concrete (un-reinforced) in ground floor and paving not exc 15 cm thickness (below or above ground level.) & removing unserviceable materials in low laying area, complete, all as directed by Engr-in-Charge.

M&L for cement concrete 1:2:4 type B1, using 20mm graded crushed stone aggregate as 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 and the like including weathering, slightly rounded, chamfered angle and throating as directed including use and waste of form work (straight or curved) all exposed surface of concrete finished fair complete all as specified & as directed.

M&L for cement concrete (1:3:6) type C1 using 20 mm graded crushed stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement. Note : Forming fair finished channel for drain using extra cement shall be measured and paid for separately.

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.

M&L PCC 1:3:6 type C-1, using 20mm graded stone aggregate as in coping benching and bed blocks etc including weathering, slightly rounded, chamfered angle and throating as directed including use and waste of form work (straight or curved) all exposed surface of concrete finished rough complete all as specified.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises.

M&L for cutting into existing manholes / Septic tank for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for 100mm bore pipe.

M&L for cutting into existing manholes / Septic tank for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for 150mm bore pipe.

M&L for cutting into existing manholes / Septic tank for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for 200mm to 250mm bore pipe.

S&F for 75mm thick steel fibre reinforced (SFRC) man hole cover with iron frames (medium) complying to the standard specifications as mentioned in the IS 12592 BIS Standard, minimum load bearing capacity 5 ton/sqm, in square, rectangular or circular shape complete all as specified & as directed.

Supply and fixing 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors including necessary excavation and earthwork complete all as specified including taking out old unserviceable pipe of any type with fittings and making good around complete all as specified and directed.

Supply and fixing 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors including necessary excavation and earthwork complete all as specified including taking out old unserviceable pipe of any type with fittings and making good around complete all as specified and directed.

S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified including taking out old unserviceable pipe of any type with fittings and making good around complete all as specified and directed.

S&F 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified including taking out old unserviceable pipe of any type with fittings and making good around complete all as specified and directed.

Supply and fixing 110 mm bore PVC (SWR) bends any radius complete all as specified.

Supply and fixing 75 mm bore PVC (SWR) bends any radius complete all as specified.

Supply and fixing 110 mm bore PVC (SWR) bends any radius with access door complete all as specified.

Supply and fixing 75 mm bore PVC (SWR) bends any radius with access door complete all as specified.

S&F 110mm bore PVC (SWR) branch piece, single (Single ‘Y’) equal or unequal with oval access door.

S&F 75mm bore PVC (SWR) branch piece, single (Single ‘Y’) equal or unequal with oval access door.

Supply and fixing 110 mm bore PVC (SWR) vent cowl complete all as specified.

S&F 110 mm bore PVC (SWR) single junction (single 'T' ) equal or unequal provided with oval access door complete all as specified.

S&F 75 mm bore PVC (SWR) single junction (single 'T' ) equal or unequal provided with oval access door complete all as specified.

S&F in repairs salt glazed stone ware gully trap square or round mouthed type 'P' of size 150 x 150 mm with CI grating, setting & jointing with cement with grouting surrounding gully trap with PCC 1:3:6, type C1 block 30x30x45cm together with necessary form work, excavation & earth work in soft/loose soil, complete, all as specified and as directed.

S&F PVC (SWR) floor trap dia of outlet 75mm, with PTMT grating including jointing with solvent cement including taking out old unserviceable trap.

M&L for 50 mm thick PCC 1:3:6 type C1 using 20 mm graded crushed stone aggregate as in plinth protection surface finished fair and even complete all as specified. Note :- Plinth protection shall be of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3).

S&F in repairs vitreous china squatting pan (Orissa pattern) water closet (white) of size 580x440mm with integral foot rests, 'P' or 'S' trap, including connection to trap and flushing pipe, antisyphonage pipe etc including provision of PCC (1:5:10) type E2 in filling, making good to floor, complete all as specified.

M&L for 25 thick cement concrete 1:2:4, type B-0 (using 12.5 mm graded crushed stone aggregate) as in levelling coarse for tiles.

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

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

Material and labour for non skid ceramic tiles (coloured) Ist quality 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar 1:6 complete all as specified and as directed.

M&L for glazed ceramic tiles (coloured) 450mm x 350mm x 7mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering (as screed bed) in cement & sand mortar 1:4 complete all as specified and as directed.

Material and labour preparation of newly plastered surface of walls & applying two coats of cement base paint over a coat of primer complete all as specified.

Material and labour preparation of newly plastered surface of walls & applying three coats of white wash complete all as specified.

Material and labour preparation of newly plastered/unplastered surfaces of ceilings & applying three coats of white wash complete all as specified.

Material and labour 75 mm thick PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in sub base, surface finished fair and even complete all as specified.

M&L factory made 60mm thick machine pressed precast cement concrete interlocking paver blocks of Grade M-35 conforming to IS 15658-2006 of shape and size as directed with grey cement and no pigment laid over & including 25mm thick sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibrator complete all as Specified & directed.

M&L precast cement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregate as in kerb block with plain fair faces, kneelers, apex stones, bed plates and the like including weathering, slightly rounded or chamfered angle throating, with plain or interlocking joints and setting in cement mortar 1:4, complete, all as directed.

M/S Naglot Enterprises