Repair to paths, hardstanding, retaining walls, drains, berms, over head tanks cleaning, sewage lines and Periodical services to retaining walls, boundary walls at Yol Cantt under AGE B/R-II of GE (KH) YOL

Amount

PART-I:- Cleaning/desilting of the covered drains by removing foreign materials/ silt/ greasy materials/ earth from the drains, bed/ bottom width of drain n.exc. 30cm, removing the excavated material from site to a distance exc. 250 mtrs but n.exc 500 mtrs and depositing where directed at a level not exc. 1.50m above the starting point, complete all as specified and as directed by Engineer-in-Charge.

Cleaning/desilting of the covered drains by removing foreign materials/ silt/ greasy materials/ earth from the drains, bed/ bottom width of drain exc 30cm but n.exc. 60cm, removing the excavated material from site to a distance exc. 250 mtrs but n.exc 500 mtrs and depositing where directed at a level not exc. 1.50m above the starting point, complete all as specified and as directed by Engineer-in-Charge.

Cleaning/desilting of the covered drains by removing foreign materials/ silt/ greasy materials/ earth from the drains, bed/ bottom width of drain exc 60cm but n.exc. 100cm, removing the excavated material from site to a distance exc. 250 mtrs but n.exc 500 mtrs and depositing where directed at a level not exc. 1.50m above the starting point, complete all as specified and as directed by Engineer-in-Charge.

Demolition of stones or brick masonry or block walling, built in cement mortar including all quoins, arches etc., but excluding ashlar facing, dressed stone work etc.complete including removal of debris to a distance exc 1.50 km but n.exc 2 km, complete all as specified and directed.

Fly ash brick work with old size bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 (1 cement : 6 coarse sand), complete all as specified and directed.

Walling random rubble masonry with best quality locally available stone, uncoursed, well bonded, bedded, solidly hearted and built in cement mortar 1:6 (1 cement : 6 coarse sand), complete all as specified and directed.

All as per Serial Item No 6 above but except stone, complete all as specified and directed. Note:- Servicable stone retrieved from Serial Item No 4 shall be reused.

Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness (below or above ground level) complete including removal of debris to a distance exc 1.50 km but n.exc 2 km, complete all as specified and directed.

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

Demolition of cement concrete (reinforced) in ground floors and paving, not exceeding 15cm thickness (below or above ground level), reinforced (reinforcement cut as required to facilitate demolition), complete all as specified and directed.

Taking down cement plaster on brick or stone walls, ceiling, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete including removal of debris to a distance exc 1.50 km but n.exc 2 km, complete all as specified and directed.

Rendering plaster 15mm thick in cement mortar 1:6 (1 cement :6 coarse sand) on other than fair faces of brick wall or stone wall surfaces, surface finished even and smooth without using extra cement, complete all as specified and directed.

Rendering plaster 15mm thick in cement mortar 1:4 (1 cement :4 coarse sand) on fair faces of brick wall or stone wall, concrete surfaces, surface finished even and smooth without using extra cement, complete all as specified and directed.

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 crossing with and provision of galvanised mild steel wire, staples or steel pins, etc., fixed in repair complete all as specified and directed. (Each line wire to be measured)

Restraining and resecuring existing barbed wire any description, including making good stapples and tying with mild steel binding wire (wherever required) etc, complete all as specified and directed. (Each line wire to be measured).

Welded steel wire fabric not exceeding 4Kg/Sqm complete to steel members, complete all as specified and directed.

Plain cement concrete M-10 nominal mix, type C-1 using 20mm graded mechanically crushed stone aggregate as in surface channel and drains, forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped etc., including necessary form work, complete all as specified and directed.

Rendering plaster 10mm thick in cement mortar 1:4 (1 cement :4 coarse sand) on fair faces of brick wall, concrete surfaces, surface finished even and smooth without using extra cement, complete all as specified and directed.

Plain cement concrete M-15, nominal mix, B-1 using 20mm graded mechanically crushed stone aggregate as in lintels upto 1.50 metre 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, chamfered angles and throating, complete all as specified and directed. Note :- The unit rate include for use of form work (straight or curved).

Formwork to soffits of suspended slabs such as roof slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), etc. For roughly finished flat surfaces of concrete, complete all as specified and directed.

Reinforced cement concrete, M-15 (Nominal mix), type B-1, (with 20mm graded crushed stone aggregate 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.

Two coats of cement base paint over one coat of white wash on newly plastered surface of wall including preparation of surface, complete all as specified and directed.

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

Applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel or steel based surfaces of any description, exceeding 10cm width or girth including preparation of surfaces, complete all as specified and directed.

Preparation of old painted wooden surfaces of any description and otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and as directed.

Plain cement concrete M-10, nominal mix, type C-2, using 40mm graded mechanically crushed stone aggregate as in sub base flooring, 75mm thick, surface finished even and fair to receive top surface, complete all as specified and directed.

Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed.

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed.

Chequered cement concrete tiles machine pressed of size 20cmx20cmx 25mm thick with grey cement, set jointed & pointed in neat cement slurry mixed with pigment to match the shade of the slab in floors laid over and including 15mm thick screed bed in cement mortar 1:4, complete all as specified and directed.

PCC M-15, nominal mix, type B-2, using 40mm graded crushed stone aggregate as in floors such as road side berms etc, 100mm thick, surface finished even and fair without using extra cement, complete all as specified. Note:- Cost of the form work shall be deemed to be included in unit rate (straight or curved).

Providing precast cement concrete louvers and jallies, M-15, type B-0 with 12.50mm graded crushed stone aggregate 35mm thick (measured solid), including all mouldings but excluding frame set in CM 1:4, complete all as specified and directed.

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 roughly finished flat surfaces of concrete, complete all as specified and directed.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and directed.

Reinforced cement concrete (design mix) M-25 (using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and directed. Note:- Reinforcement and form work shall be measured and paid separately.

Reinforced cement concrete (design mix) M-25 (using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters buttresses, complete all as specified and directed. Note:- Reinforcement and form work shall be measured and paid separately.

TMT bars 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 and directed.

TMT bars 6 to 8mm dia 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 0.90mm dia or securing with clips as in stirrups, spacers and binders, complete all as specified and directed.

Hand packing (any thickness) with broken stone or boulders at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.

Precast cement M-15 nominal mix, type B-1, using 20mm graded crushed stone aggregate as in landings, cover slab (for manholes etc.), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match, complete all as specified and directed.

M&L for slate tiles best quality locally available fixed on wall with neat cement slurry/paste including rendering 15mm thick cement mortar 1:4 on stone masonary/brick masonary size and pattern to be laid as ordered by Engr-In-Charge.

Cleaning of manholes of any capacity or description but depth n.exc 1m including pumping out fluid removing all spoil, silt, sludge and other deposits from manholes and making the manhole channel free from all obstacles including taking off and refixing in position of manhole covers after cleaning of manhole cutting the vegetable growth/shurbs/hurbs etc around manholes and removing all spoil, silt, sludge grass and other deposits etc burrying the same in a pit and covering the sludge/pit with soil as specified by station authorities in covered van/trolly, complete all as specified and directed by Engr-In-Charge. Note:- Excavation of pit including quoted rate.

Cleaning of manholes of any capacity or description but depth exc 1m but n.exc 1.50m including pumping out fluid removing all spoil, silt, sludge and other deposits from manholes and making the manhole channel free from all obstacles including taking off and refixing in position of manhole covers after cleaning of manhole cutting the vegetable growth/shurbs/hurbs etc around manholes and removing all spoil, silt, sludge grass and other deposits etc burrying the same in a pit and covering the sludge/pit with soil as specified by station authorities in covered van/trolly, complete all as specified and directed by Engr-In-Charge. Note:- Excavation of pit including quoted rate.

Cleaning of manholes of any capacity or description but depth exc 1.50m but n.exc 3m including pumping out fluid removing all spoil, silt, sludge and other deposits from manholes and making the manhole channel free from all obstacles including taking off and refixing in position of manhole covers after cleaning of manhole cutting the vegetable growth/shurbs/hurbs etc around manholes and removing all spoil, silt, sludge grass and other deposits etc burrying the same in a pit and covering the sludge/pit with soil as specified by station authorities in covered van/trolly, complete all as specified and directed by Engr-In-Charge. Note:- Excavation of pit including quoted rate.

Cleaning of existing sewage line of 150mm bore and any depth by roding or by other means from adjascent manhole without breaking existing pipes including washing the pipe line with water after roding to make the line smooth functional/perfect flow without any obstruction by removing all blockages in the line and removing all spoil, silt sludge and other deposits from pipe line and making the line free from all obstacles including taking off and refixing of manhole covers, cutting vegetable growth over/shurbs/hurbs etc along and over sewage line and removing all spoil, silt, sludge grass and other deposits etc to garbage dumping yard as specified by station authorities in covered van/trolly, complete all as specified and directed by Engr-In-Charge.

Cleaning of existing sewage line of 100mm bore and any depth by roding or by other means from adjascent manhole without breaking existing pipes including washing the pipe line with water after roding to make the line smooth functional/perfect flow without any obstruction by removing all blockages in the line and removing all spoil, silt sludge and other deposits from pipe line and making the line free from all obstacles including taking off and refixing of manhole covers, cutting vegetable growth over/shurbs/hurbs etc along and over sewage line and removing all spoil, silt, sludge grass and other deposits etc to garbage dumping yard as specified by station authorities in covered van/trolly, complete all as specified and directed by Engr-In-Charge.

Cleaning of septic tank of 100 users capacity by pumping fluid with sewage cleaning pump and collect the same in water tight container and dispose off out side MoD land disludging of sludge and other foreign materials upto bottom of compartments of septic tank including intercepting chamber and removing to excavated pits of appropriate size (burying of sludge and spreading the earth not exc 30cm thick over filled sludge and removing surplus soil where directed including sprinkling of bleaching powder around) and washing down with water including cutting of vegetable growth/shurbs /hurbs etc upto 3.00 mtr from outer edge of septic tank walls complete and removing all spoil, silt, sludge grass and other deposits etc to garbage dumping yard as specified by station authorities in covered van/trolly, complete all as specified and directed by Engr-In-Charge.

Cleaning of septic tank of 50 users capacity by pumping fluid with sewage cleaning pump and collect the same in water tight container and dispose off out side MoD land disludging of sludge and other foreign materials upto bottom of compartments of septic tank including intercepting chamber and removing to excavated pits of appropriate size (burying of sludge and spreading the earth not exc 30cm thick over filled sludge and removing surplus soil where directed including sprinkling of bleaching powder around) and washing down with water including cutting of vegetable growth/shurbs /hurbs etc upto 3.00 mtr from outer edge of septic tank walls complete and removing all spoil, silt, sludge grass and other deposits etc to garbage dumping yard as specified by station authorities in covered van/trolly, complete all as specified and directed by Engr-In-Charge.

Cleaning of septic tank of 25 users capacity by pumping fluid with sewage cleaning pump and collect the same in water tight container and dispose off out side MoD land disludging of sludge and other foreign materials upto bottom of compartments of septic tank including intercepting chamber and removing to excavated pits of appropriate size (burying of sludge and spreading the earth not exc 30cm thick over filled sludge and removing surplus soil where directed including sprinkling of bleaching powder around) and washing down with water including cutting of vegetable growth/shurbs /hurbs etc upto 3.00 mtr from outer edge of septic tank walls complete and removing all spoil, silt, sludge grass and other deposits etc to garbage dumping yard as specified by station authorities in covered van/trolly, complete all as specified and directed by Engr-In-Charge.

Dewatering of soakage well/soakage pits of 1.80m dia and 3m deep by pumping fluid with sewage cleaning pump and collect the same in water tight container and dispose off to garbage dumping yard as specified by station authorities and taking out sludge and other foreign materials including cutting of vegetable growth/shurbs/hurbs etc upto 3.00mtr from outer edge of walls of soakage well/pit complete and removing all spoil, silt, sludge, grass and other deposits etc to garbage dumping yard as specified by station authorities in covered van/trolly, complete all as specified and directed by Engr-In-Charge.

Cleaning and desludging gully trap by taking out all sludge and other foregin materials and cleaning line upto 1st manhole and washing down with water including cutting of vegetable growth around gully trap complete and removing all spoil, silt, sludge, grass and other deposits etc to garbage dumping yard as specified by station authorities land in covered van/trolly, complete all as specified and directed by Engr-In-Charge.

Opening and cleaning of any obstructions/blockages in floor trap of kitchen, urinals, bath rooms and wash hand basin etc including including taking off and refixing grating with white cement including cleaning of waste pipe upto 1st manhole/gully trap (in case of ground floor) and upto tee junction (in case of other floors), complete all as specified and directed by Engr-In-Charge.

Cleaning of any obstructions/blockages indian WC/EWC (at ground floor) by removing all sludge/ waste etc and cleaning of connected pipe upto 1st manhole and washing down with water complete and removing all spoil, silt, sludge, grass and other deposits etc to garbage dumping yard as specified by station authorities land in covered van/trolly, complete all as specified and directed by Engr-In-Charge.

Excavation in trenches not exc 1.50 metres wide and n.exc 1.50 metres deep and getting out in any type of soil, 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, complete all as specified and directed.

Removing excavated material not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point, complete all as specified and directed.

Plain cement concrete M-7.5, nominal mix, D-2, using 40mm graded mechanically crushed stone aggregate as in foundation, filling and mass concrete, complete all as specified and directed.

Rendering cement plaster 15mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) on other than fair faces of brick wall or concrete surfaces, surface finished even and smooth without using extra cement with WPC, complete all as specified and directed. Note:- water proofing compound shall be measured and paid separately.

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

150mm dia Sail-glazed grade 'A' stoneware drain pipes laid in trenches and jointed in foul position, complete all as specified and directed.

Reinforced concrete pipes, class NP2, laid and jointed with cement mortar 1:2 complete with collars, bore of pipe 150mm, complete all as specified and directed.

Plain cement concrete M-7.5 type D-2 nominal mix using 40mm graded aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for dia of pipe 150mm, complete all as specified and directed. Note:- (i) The unit rate include for use of form work. (ii) For width and depth of PCC bed - refer preamble (a) (i) (ii) on page 356 of SSR Pt-II). (iii) Haunching shall be as per MES SSR-part-I/Part-II

Cutting into existing manholes for connecting new drains of 150mm dia, 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 B-1 smooth finished, and reforming benching as required, complete all as specified and directed.

Dismantling of PVC, 75 to 110mm bore, cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches/wall, if required, complete all as specified and directed.

PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall or laid on floors, of bore 110mm including clamps etc. complete all as specified and directed.

PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall or laid on floors, of bore 75mm including clamps etc. complete all as specified and directed.

PVC (SWR) bends any radius, 75mm bore, fitted with oval access door and jointing with solvent cement etc. fixed in repair, complete all as specified and directed.

PVC (SWR) bends any radius, 110mm bore, fitted with oval access door and jointing with solvent cement etc. fixed in repair, complete all as specified and directed.

PVC (SWR) vent cowl 75mm, complete all as specified and directed.

PVC (SWR) floor trap, plain with grating including jointing with solvent cement, dia of outlet 75mm, fixed in repair, complete all as specified and directed.

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

PVC (SWR) junction single, (Single T) equal or unequal, 75mm bore, fixed in repair, complete all as specified and directed.

PVC (SWR) gully trap 125/110mm, setting and jointing with solvent cement, complete all as specified and directed.

Disconnecting existing PVC/ferro cement/MS tanks capacity exc.250 litres but n. exc 500 litres, setting aside (or lowering if required), cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes, etc. and hoisting if required reconnecting and re-fixing in position, complete all as specified and directed.

PVC any coloured seat cover for WC closed pattern, with mild steel chromium plated or aluminium hinges device complete, fixed in repairs, complete all as specified and directed.

Cover (lid) for HDPE water tank of capacity 500/1000 litrs capacity or any size including nuts bolts etc. complete all as specified and directed.

20mm bore Ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed in repair, complete all as specified and directed.

Preparation of old decorated plastered or unplastered surfaces including cleaning by brooming down or with steel wire brushing scraping down smoke soot, moulded moss and efflorescent salts and cleaning oil and greasy spots and applying one coat of white wash (including fevicol of specified quantity as per direction of Engr-In-Charge) on walls by means of roller brushes or mechanical means, complete all as specified and as directed.

All as per item No. 78 above but one coat of cement base paint on walls of external surfaces.

Preparation of old painted concrete, brick, stone or plastered surfaces of any description (like kerb stone etc.) not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paintby means of roller brushes or mechanical means, complete all as specified and as directed.

Preparation of old decorated plastered or unplastered surfaces including cleaning by brooming down or with steel wire brushing scraping down smoke soot, moulded moss and efflorescent salts and cleaning oil and greasy spots applying two coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, alkali and fungal resistance, dirt resistance exterior paint of required shade (company depot tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 Litre/ 10 sqm, including preparation of old surface, complete all as specified and directed.

Two coats of cement base paint on newly plastered surface of wall including preparation of surface, by means of roller brushes or mechanical means, complete all as specified and as directed.

Preparation of old painted steel surfaces of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and as directed.

M/S VIG AND COMPANY (BID ID -3102615)

VIJAY KUMAR LAKHNI (BID ID -3101876)

Eshaan Construction Co. (BID ID -3102447)