REPAIRS TO HARDSTANDING, INTERLOCKING PATH, FENCING AND CULVERT, SHABAD STONE, SEWAGE LINE AND OTHER MISC WORK IN ZONE-B AREA AT NDA KHADAKWASLA UNDER GE KHADAKWASLA

Amount

Cleaning of gully trap of any depth (not exceeding 0.50 metre each), by taking out accumulated garbage, silt, mud etc and removing the same at a distance not exceeding 50 metre (where directed), washing and well flushing of the gully trap with water complete all as specified and directed by the Engineer-in-Charge.

Cleaning of floor trap (of any type/size), by taking out accumulated silt, mud etc and removing the same at a distance not exceeding 50 metre (where directed), washing and well flushing of the floor trap with water complete all as specified and directed by the Engineer-in-Charge.

Cleaning of manhole chamber of depth not exceeding 1.00 metre each, mechanically, removing muck/sludge/silt/mud, liquid etc under any position including foul condition and cleaning the inlets and outlets etc washing and well flushing of the manhole with water, placing the cover back in position and disposing off the sludge /debris out of MD land complete all as specified and directed by the Engineer-in-Charge. Note: The sludge to be disposed off in sealed tins or sludge removal tankers and the same is deemed to include in the rate quoted.

All as per item No 3 above here in before but depth of manhole exc 1 Mtr and n exc 3 Mtr etc complete all as specified and directed by the Engineer-in-Charge.

Cleaning of sewage line of 150mm bore by mechanically using trolly mounted water jetting machine including dewatering, desilting complete all as directed and the same is deemed to include in the rate quoted complete all as specified and directed by the Engineer-in-Charge.

Cleaning of sewage line of 200 mm bore by mechanically using trolly mounted water jetting machine including dewatering, desilting complete all as directed and the same is deemed to include in the rate quoted complete all as specified and directed by the Engineer-in-Charge.

Cleaning of sewage line of 300 mm bore by mechanically using trolly mounted water jetting machine including dewatering, desilting complete all as directed and the same is deemed to include in the rate quoted complete all as specified and directed by the Engineer-in-Charge.

Cleaning of blocked water closet (of any type/pattern) including connected CI pipe line (of any bore) upto 1st manhole complete all as specified and directed by the Engineer-in-Charge.

Cleaning of blocked waste line (of any bore) from sink / urinal / wash- hand basin to floor trap manually (by pushing a piece of bamboo split, tied with gunny bags at one end to other) including dewatering and well flushing the line with water and testing on completion complete all as specified and directed by the Engineer-in-Charge.

De-sludging / cleaning completely of liquid / sticky / hard sludge by pumping mechanically from inside of septic tank of any description and in any position including taking down cover slab of any type, thickness and size carefully and refixing in the same opening after necessary cleaning etc and removing of sludge out side of the MoD land and attending complaints on regular day to day basis complete all as specified and directed by the Engineer-in-Charge. Note : (I) All the tools and plants and other allied arrangement for making sewage line functional will be made by the contractor without any extra cost to the Govt and cost shall be deemed to be included with quoted unit rate. (ii) The details of safaiwala shall be submitted by the contractor to GE through Engr-in-Charge, Name , Father's Name full address with pass port size photo and insurance of employees (Safaiwala) within 15 days commencement of work along with insurance from Govt Agency.

Cleaning of existing covered drain (of average opening width 450mm and depth 400mm, approx. half of the depth filled up), by removing and refixing of cover-slab (wherever applicable), taking out accumulated silt, mud, earth, rubbish, vegetation etc from the drain and removing the same at a distance exceeding 500 metre but not exceeding 1 Kilometre where directed, washing of the drain with water complete all as specified and directed by the Engineer-in-Charge.

Cleaning of existing covered drain (of average opening width 700mm and depth 400mm, approx. half of the depth filled up), by removing and refixing of cover-slab (wherever applicable), taking out accumulated silt, mud, earth, rubbish, vegetation etc from the drain and removing the same at a distance exceeding 500 metre but not exceeding 1 Kilometre where directed, washing of the drain with water complete all as specified and directed by the Engineer-in-Charge.

Cleaning of existing covered drain (of average opening width 800mm and depth 700mm, approx. half of the depth filled up), by removing and refixing of cover-slab (wherever applicable), taking out accumulated silt, mud, earth, rubbish, vegetation etc from the drain and removing the same at a distance exceeding 500 metre but not exceeding 1 Kilometre where directed, washing of the drain with water complete all as specified and directed by the Engineer-in-Charge.

Cleaning of existing covered drain (of average opening width 250 mm and depth 250 mm, approx. half of the depth filled up), by removing and refixing of cover-slab (wherever applicable), taking out accumulated silt, mud, earth, rubbish, vegetation etc from the drain and removing the same at a distance exceeding 500 metre but not exceeding 1 Kilometre where directed, washing of the drain with water complete all as specified and directed by the Engineer-in-Charge.

Cutting of vegetation , grass, bush , weed trees height upto 1 meter above the ground level in around 3 m the periphery of manhole, drain etc and removed the tree route complete and removing the vegetation to a distance exc 500 mtr but not exc 1 km all complete all as specified and directed by the Engineer-in-Charge.

S&F in repair 450mm dia 50mm thick RCPC man hole cover with frame of 540mm dia, 100mm thick of 3MT capacity fixed in proper position complete all as specified and directed by the Engineer-in-Charge.

S&F in repair 450mm dia 50mm thick RCPC man hole cover with frame of 540mm dia, 100mm thick of 5 MT capacity fixed in proper position complete all as specified and directed by the Engineer-in-Charge.

S&F RCPC slab of size 600 x 450 x 100 mm thick of capacity exc 5 MT complete all as specified and directed by the Engineer-in-Charge.

S&F in repair precast reinforced cement concrete RCPC drain cover 100 mm thick of size 900mm x 450 mm as in drain cover with capacity 3 MT including taking out existing cover complete all as specified and directed by the Engineer-in-Charge.

Demolition of cement concrete in ground floors and paving n. exe 15cm thick below or above GL all as directed & cleaning premises.

M&L for providing plain cement concrete 1:4:8 type D2 using 40mm grade crusted aggregate as in foundation filling and mass concrete complete all as specified and directed by the Engineer-in-Charge.

M&L for PCC 1:3:6 type C-1, 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 not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by the Engineer-in-Charge.

M & L for 75 mm thick plain cement concrete type D-1 using 20mm graded stone aggregate (1:4:8) as in sub base or similar works complete all as specified and directed by the Engineer-in-Charge.

M & L for 100 mm thick plain cement concrete type B-1 using 20mm graded crushed stone aggregate (1:2:4) as in hard standing /path etc or similar works all as specified and directed by Engineer in charge

M&L for PCC 1:3:6 type C-2 (using 40mm graded crushed aggregate)as in surface channels and drains complete all as specified and directed by the Engineer-in-Charge.

Taking down cement plaster of any description including racking out joints hacking for key and scrubbing down with water to remove dust etc complete all as specified and directed by the Engineer-in-Charge.

Demolition of brick work or stone / boulder masonry built in cement mortar or cement lime mortar including arches, pillars etc complete all as specified and directed by the Engineer-in-Charge.

M&L for precast cement concrete block walling exc. 10 cm width with solid block PCC 1:3:6 type C1 (using 20mm graded crushed aggregate) grade design mix and setting in cement mortar (1:6) complete all as specified and directed by the Engineer-in-Charge.

M&L for providing rendering 15mm thick on other than fair faces & brick or concrete surfaces in CM (1:4) finishing even and smooth without using extra cement fair complete all as specified and directed by the Engineer-in-Charge.

Neeru finish to plastering complete all as specified and directed by the Engineer-in-Charge.

M&L for rendering 15 mm thick plaster in CM (1:6) on wall surface finished even and smooth without using extra cement complete all as specified and directed by the Engineer-in-Charge.

S&F in repairs precast cement concrete PCC 1:2:4 ty B0 (using 12.5mm crushed graded aggregates) louvres and jallies, 25mm thick (measured solid), including all mould- ings but excluding frame set in CM 1:6 complete all as specified and directed by the Engineer-in-Charge.

M&L for two coats of cement based paint over one coat of chalk whiting primer on wall surfaces including preparation of new treated surface complete all as specified and directed by the Engineer-in-Charge.

M&L for providing reinforced cement concrete pipe 150mm bore class NP-2 with collars laid and jointed with cement including demolition and breaking up 150 mm bore drain pipes (SWG,AC or RCC pipes) set in CM complete all as specified and directed by the Engineer-in-Charge.

M&L for providing reinforced cement concrete pipe 200mm bore class NP-2 with collars laid and jointed with cement including demolition and breaking up 200 mm bore drain pipes (SWG,AC or RCC pipes) set in CM complete all as specified and directed by the Engineer-in-Charge.

M&L for providing reinforced cement concrete pipe 300mm bore class NP-2 with collars laid and jointed with cement including demolition and breaking up 300 mm bore drain pipes (SWG,AC or RCC pipes) set in CM complete all as specified and directed by the Engineer-in-Charge.

M&L for Cement Concrete 1:3:6 Type C-1 using 20 mm graded crushed stone aggregate bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in 150 mm bore drain pipe etc complete all as specified and directed by the Engineer-in-Charge.

M&L for Cement Concrete 1:3:6 Type C-1 using 20 mm graded crushed stone aggregate bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in 200 mm bore drain pipe etc complete all as specified and directed by the Engineer-in-Charge.

M&L for Cement Concrete 1:3:6 Type C-1 using 20 mm graded crushed stone aggregate bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in 300 mm bore drain pipe etc complete all as specified and directed by the Engineer-in-Charge.

Cutting into existing manholes 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 B-l smooth finished, and reforming benching as required etc of 150mm dia pipe complete all as specified and directed by the Engineer-in-Charge.

Cutting into existing manholes 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 B-l smooth finished, and reforming benching as required etc of 200 mm dia pipe complete all as specified and directed by the Engineer-in-Charge.

Cutting into existing manholes 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 B-l smooth finished, and reforming benching as required etc of 300 mm dia pipe complete all as specified and directed by the Engineer-in-Charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed by the Engineer-in-Charge.

Excavation in trenches n.exc 1.5m deep & n.exc1.5m wide for foundation etc.in hard dense soil and getting out in complete all as specified and directed by the Engineer-in-Charge.

Excavation in trenches n.exc 1.5m deep & n.exc1.5m wide for foundation etc.in hard dense soil and getting out in complete all as specified and directed by the Engineer-in-Charge.

Returning filling in soil including spreading levelling, watering & well ramming in layers n. exe 25cm (hard dense soil) complete all as specified and directed by the Engineer-in-Charge.

Removing excavated material not exc 50mtr and depositing where directed at a level not exc 1.50mtr above the starting points in any type soil complete all as specified and directed by the Engineer-in-Charge.

Dismantling of cast iron/RCC pipes jointed in cement mortar and taking out of trenches if required for 100mm pipe (Excavation & earth work will be measured and paid separately) complete all as specified and directed by the Engineer-in-Charge.

Dismantling of cast iron/RCC pipes jointed in cement mortar and taking out of trenches if required for 75mm pipe (Excavation & earth work will be measured and paid separately) complete all as specified and directed by the Engineer-in-Charge.

M&L for providing cast iron, soil & waste and vent pipes in any length, with or without ears with cement joints fixed to walls using pipes 75 mm bore complete all as specified and directed by the Engineer-in-Charge.

M&L for providing cast iron soil, waste and vent pipes in any length with or without ears with cement joints fixed to walls using pipes 100 mm bore complete all as specified and directed by the Engineer-in-Charge.

S&F of CI bends (any radius) diminishing pieces or taper,100mm bore in repairs complete all as specified and directed by the Engineer-in-Charge.

S&F of CI bends (any radius) diminishing pieces or taper fitted with oval access doors 100 mm bore in repairs complete all as specified and directed by the Engineer-in-Charge.

S&F of CI bends (any radius) diminishing pieces or taper,75 mm bore in repairs complete all as specified and directed by the Engineer-in-Charge.

S&F of CI bends (any radius) diminishing pieces or taper fitted with oval access doors 75 mm dia, in repairs complete all as specified and directed by the Engineer-in-Charge.

S&F of CI branch pieces single (equal or unequal) ordinary or inverted (Spigot or socket type) or with parallel branches 100 mm bore complete all as specified and directed by the Engineer-in-Charge.

S&F in repairs for 75mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ring joints fixed to wall or floor etc using synthetic rubber adhesive cement solvent complete all as specified and directed by Engineer -in-charge

S&F in repairs for 110mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ring joints fixed to wall or floor etc using synthetic rubber adhesive cement solvent complete all as specified and directed by Engineer -in-charge

S&F for 75mm dia PVC (SWR) bends any radius complete all as specified and directed by Engineer -in-charge

S&F for 75mm dia PVC (SWR) junction single(single T) complete all as specified and directed by Engineer -in-charge

S&F for 75mm dia PVC (SWR) branch piece single(single Y) equal or unequal complete all as specified and directed by Engineer -in-charge

S&F for 75mm dia PVC (SWR) vent cowl complete all as specified and directed by Engineer -in-charge

S&F for 110mm dia PVC (SWR) bends any radius complete all as specified and directed by Engineer -in-charge

S&F for 110mm dia PVC (SWR) junction single(single T) complete all as specified and directed by Engineer -in-charge

S&F for 110mm dia PVC (SWR) vent cowl complete all as specified and directed by Engineer -in-charge

Demolition of reinforced cement concrete (reinforced cut to required to facilitate demolition) in any description and in any position not otherwise specifically provided for including removing debris outside of Md land complete all as specified and directed by the Engineer-in-Charge.

M&L for RCC nominal mix using PCC 1:2:4 ty B1(using 20mm graded aggregates) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by the Engineer-in-Charge.

M & L for precast RCC (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in cover slabs set in cement mortar (1:4) complete all as specified and as directed by the Engineer-in-Charge. (Note : Reinforcement to be measured and paid separately).

Mild steel bars 6 to 8mm 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 by the Engineer-in-Charge.

M&L TMT Bars 10mm dia and over cut to length bent to shape required including cranking bending and spirally for hooping for columns hooking ends and binding with ms wire n. less than .9mm dia complete all as specified and directed by the Engineer-in-Charge.

M&L for flat Formwork to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed by the Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided complete all as specified and directed by the Engineer-in-Charge.

S&F framed work such as MS gates, grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed by the Engineer-in-Charge.

S&F hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and 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 conforming to Fe-290 Gde E-165 complete all as specified and directed by the Engineer-in-Charge.

M&L for preparing new steel surface and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by the Engineer-in-Charge.

Dismantling stone slab of any description or thickness in floors, aprons etc complete all as specified and directed by the Engineer-in-Charge.

M&L for 30mm to 40mm thick rough dressed Shahabad stone slab flooring bedded and jointed in cement mortar (1:6) and pointed in CM (1:3) complete all as specified and directed by the Engineer-in-Charge.

M&L for 30mm to 40mm thick rough dressed Shahabad stone slab flooring bedded and jointed in cement mortar (1:6) and pointed in CM (1:3) except Shahabad stone complete all as specified and directed by the Engineer-in-Charge.

M & L for 18 to 20 mm thick granite stone slab (of any type ) work (table rubbed and polished ) as in floor, steps,, jambs, pillars, window cills, cooking platforms, platform in CM 1:4 including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including cutting and making good for disturbed surfaces and chamfering for exposed edges, surfaces over 20 mm thick screed bed in CM 1:4 fixed in repairs complete all as specified and directed by the Engineer-in-Charge. (Colour Lakha red, Telephonic black or as decided by Engr-in-Charge)

M&L for Markan white Marble work 18 to 20mm thick (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade of following types over 20 mm thick screed bed in CM 1:4 etc complete complete all as specified and directed by the Engineer-in-Charge.

M & L for 300X300X10mm thick glazed designer dura stone tiles of any approved colour, heavy duty machine pressed including 15 mm thick screed bed of CM(1:6) in floors complete all as specified and directed by the Engineer-in-Charge.

S&F for glossy finished chequered cement concrete tiles 30cmx30cmx30mm /20 x 20 x25 mm (as approved) thick set jointed with grey cement and pigment and pointed in neat cement slurry over 15 mm thick screed bed in CM(1:6) in floors etc complete all as specified and directed by the Engineer-in-Charge.

M&L for 60 mm thick glossy finished cement concrete coloured interlocking pavers, pattern as approved, as in floors or pavements, laid on 30 mm thick stone dust cushioning, laid dry to the profile as directed including filleting to the edges in CM (1:4), all manufacturer's instruction complete all as specified and directed by the Engineer-in-Charge.

M&L for 60 mm thick glossy finished cement concrete coloured interlocking pavers, pattern as approved, as in floors or pavements, laid on 30 mm thick stone dust cushioning, laid dry to the profile as directed including filleting to the edges in CM (1:4), except tiles complete all as specified and directed by the Engineer-in-Charge.

M&L for 8 to 10 mm thick Dholpur stone/tiles,(superior quality) machine cut, in skirting/ dado, and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of tiles, size of tiles laid over and including 15 mm thick backing coat in CM (1:4) complete all as specified and directed by the Engineer-in-Charge. .

Providing edge moulding to 18-20mm thick granite stone of counters vanities etc. including machine polishing to edge to give high gloss finish etc. complete all as specified and directed by the Engineer-in-Charge.

M & L for forming 12 mm thick Expansion joints to the full depth of pavement concrete filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade A thickness of slab not exceeding 20cm thick complete all as specified and directed by Engr-in-Charge.

M & L for forming construction/dummy joints of size 10 mm wide x30 mm deep filled with sealing compound Grade 'A' including priming the surface complete all as specified and directed by the Engineer-in-Charge.

Road cutting and repair to disturbed road with PCC (1:2:4) type B2 100 m thick over 150 mm hard core of broken stone of gauge n exc 63 mm over rammed earth etc complete all including cutting of road portion complete all as specified and directed by the Engineer-in-Charge.

Removing demolished cement concrete material exc 1.5 Km but n.exc 5 Km and including removal of the same out side MD land and deposited at location specified by local municipal authorities complete all as specified and directed by the Engineer-in-Charge. .

M&L for providing 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 by the Engineer-in-Charge.

M & L for two coats of synthetic enamel paint over one coat of primer including preparation of new surfaces of concrete / brick / stone exc 10 cm width or girth complete all as specified and directed by the Engineer-in-Charge.

Dismantling fencing wire mesh, any type complete all as specified and directed by the Engineer-in-Charge.

S&F expanded metal, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members n exc 4kg per sqm complete all as specified and directed by the Engineer-in-Charge.

S&F Welded steel wire fabric supplied and fixed complete to wood or steel members n exc 4kg per sqm complete all as specified and directed by the Engineer-in-Charge.

S&F Welded steel wire fabric supplied and fixed complete to wood or steel members n exc 4kg per sqm but fixing only complete all as specified and directed by the Engineer-in-Charge.

S&F in repairs 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 crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and directed by the Engineer-in-Charge. (each line wire to be measured)

Excavation in post holes in hard dense soil (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed by the Engineer-in-Charge.

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 and directed by the Engineer-in-Charge.

Supply only Chain link MS galvanised fencing, any size or type complete all as specified and directed by the Engineer-in-Charge.

Taking up/down plants or vegetation growth from wall upto roof level by means of cutting hole into brick wall and making good the surface of dismantled portion (not exc 150 sq cm superficial area and not exc one brick depth) using brick bats /aggregate and plastering in cement mortar (1:4) to disturbed portion and applying two coats of cement base paint / weather coat to match the existing surface upto forth floor complete all as specified and directed by the Engineer-in-Charge.

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