Construction of parking at IGMC Shimla Under Smart City Project.

Amount

EARTH WORK:- Cutting in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer -in-Charge at site according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and un- useful material and transportation of the un-useful material for disposing at approved dumping site or otherwise and including payment of prescribed charges of dumping to the owner of dumping site( to be arranged by the contractor) as per satisfaction of Engineer- in -Charge through all modes including payment of prescribed dumping charges of M.C. if loved any of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required ). All useful material such as stones minimum quantity 1466.70Cum will be recovered @ Rs. 300.00 only per Cum on prorata basis from the contractor bill, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation used / removed as per the direction of Engineer-in-Charge. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges and as directed by the Engineer in Charge.

Excavation in earth work in all heights and depths in all kinds of soil including saturated soils comprising of pick work , jumper work and blasting work both in soft and hard rock with chiesling and wedging out of rock (where blasting is prohibited and their intermediate classifications soils including dewatering where ever required , setting out to required lines, levels as shown on the drawing and directed by the Engineer-in-charge at site, according to the HP.PWD specification of 1990(One thousand nine hundred ninty) Volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site including prescribed dumping charges (to be arranged by the contractor) to the satisfaction of Engineer-in-Charge through all modes of transportation including head load , animal load or mechanical means along with its leveling fine dressing and with all kinds of labour machineries , tools equipments and safety measures and incidentals necessary to complete the work wise mechanical means and labour (if required) all useful material such as stones,shingles aggregate and slates shall be properly stacked at site to the meximum possible extent in all leads and lifts through all modes of transportation and used/removed as per the direction of Engineer-in-charge. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respect including all incidental charges.

Excavation in foundation and trenches in earth work in all heights and depths in all kind of soil including saturated soil comprising of pick work, jumper work and blasting work, both in soft and hard rock, with chiselling and weding out of rock (where blasting is prohibited) and their intermediate classification of soils including, de-watering where required, setting out to required lines, levels as shown on the drawing and as directed by the Engineer-in charge at site according to the HPPWD specifications of 1990 volume-I and sorting out useful and unuseful materials and stacking the same in all leads and lifts and levelling of surplus excavated earth on approved dumping sites (to be arranged by the contractor including payment of prescribed dumping charges of Municipal Committee /local body if levied any) through all mode of transportation including head load, animal load or mechanical means alonwith its levelling, fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidental necessary to complete the work by mechanised means and labour (if any required).All usefull materials such as stones, shingles, aggregates and slates shall be sorted alog road side to the maximum possiable extent ia all leads and lifts through all modes of transportation and used/ removed as per direction of Engineer-in-Charge. ant lose to the public and private property during the course of execution and disposal of serviceable and unservicable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges and as directed by the Engineer in Charge.

Excavation in earth work in drain and chanels in all heights and depths in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiesling and wedging out of rock (where blasting is prohabited) and their intermediate classification of soil including dewatering whereever required,settling out to required lines,levels as shown on the drawing and directed by the Engineer in charge at site according to the HP.PWD specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (to be arranged by the contractor) including payment of prescribed dumping charges of M.C. if levilled any to the satisfaction of the Engineer in charge through all modes of transporation including head load animal load or mechanical means alongwith its levelling, fine dressing and with all kinds of labour, mechineries, tools, equipment and safety measures and incidental necessary to complete the work by mechanical means and labour (if required). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transporation and used/removed as per the satisfaction of the Engineer in charge. any loss to the public and private properity during the course of execution and disposal of servicable and unservicable materials shall be the absolute responsiblity of the contractor and shall have to be duly compensated by him in all respects including all incidential charges and as directed by the Engineer in Charge.

Excavation in soil in hilly areas by mechanical means including cutting trimming of side slopes and disposing of cut material with in all lead and lifts as per technical specification clause 1603.1 and as directed by the Engineer in Charge.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts, dressing of sides and bottom and backfilling in trenches with excavated suitable material compplete All useful material such as stones minimum quantity 652.88 Cum will be recovered @ Rs. 300.00 only per Cum on prorata basis from the contractor bill, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation used / removed as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts.

Filling in plinth with sand under floors including watering ramming consolidating and dressing complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

FORM WORK:- Providing form work with steel plates 3.15mm (three point one five millimetre) thick welded with angle iron in frame 30mm X 30mm X 5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden / steel battens and ballies for all depth/ height of propping and centring below supporting floor to ceiling up to all heights and removal of the same for insitu-reinforced concrete and plain concrete work including carriage of materials in all leads and lifts and as directed by the Engineer in Charge:-

Foundation footing and basis of columns.

Vertical surfaces such as wall (any thickness) partition and the like including attached pillasters, buttresses plinth and string courses and the like.

Flat surfaces such as soffits of suspended floors, roofs, landing and the like. Floors etc. upto all thickness.

Columns, pillar etc. Square, rectangular, polygonal in plan.

Beams, cantilever, girders and lintels:- Side and soffits of beams, beam haunchings, cantilevers bressumer sand lintels any depth in all heights from floor.

Stair case with sloping or stepped soffits i.e. risers and stringers excluding landing (except spiral stair case).

Edges of slabs and breaks in floors and walls under of any width.

Sloping or battring surfaces including folded plates where inclenatoin to horizontal plane does not exceed 30°.

CEMENT CONCRETE / RCC WORK:- Providing and laying cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 40mm nominal size) mechanically mixed and vibrated and curing complete excluding cost of centring and shuttering in foundations and plinth including carriage of material within all leads and lifts and as directed by the Engineer in Charge.

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 P.C.C 1:6:12. compplete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1cement :4sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1 cement 4 sand :8 graded cursed/ broken stone aggregate 40mm nominal size) mechanically mixed and curing complete, excluding cost of form work in foundation and plinth including carriage of materials in all leads and lifts.

Providing and laying cement concrete 1:3:6 (1cement :3sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing concrete 1:3:6 (1 cement 3 sand :6 graded cursed/ broken stone aggregate 20mm nominal size) for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. compplete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.complete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge:-Nominal mix (1:2.5:5) (1 cement: 2.5 Sand:5 graded stone aggregate 20mm nominal size).

Providing and laying cement concrete 1:2:4 (1 cement: 2 Sand:4 graded stone aggregate 20mm nominal size) mechanically mixed and vibrated and curing complete excluding cost of centring and shuttering in foundation and plinth including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Nominal mix 1:2:4 (Hand mix) compplete including carriage of materials in all leads and lifts and as directed by the Engineer in Charge.

Providing and laying rainforced cement concrete design mix M-25 to give a compressive strength of 25N/mm2, mechanically mixed and vibrated for compacting concrete so as to give a compressive srength and curing complete excluding cost of form work and reinforcement for reinforced concrete work upto all floor level including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

Foundation, footing, bases of columns and the like and mass concrete.

Walls any thickness (thickness not more than 0.10m) individually or forming box louvers and projected band .

Suspended floors, roofs, landing and shelves and their support, balconies, beams, girders, bressumers and cantilever.

Columns, pillars, posts and struts.

Stair cases (except spiral stair case ) excluding landings but including preparing of the surface & finishing of nosing.

Providing and laying cement concrete work 1:1½:3 (1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) mechanically mixed and vibrated for compacting concrete so as to give a compressive srength and curing complete excluding cost of form work and reinforcement for reinforced concrete work, but including carriage of materials in all leads and lifts at all floor levels as directed by the Engineer in Charge:-

Foundation and plinth mass concrete.

Foundations, footings, bases of columns and the like and mass concrete.

Walls (any thickness) including attached pillasters, plinth and string courses etc. from top of foundation.

Suspended floors, roofs, landing and shelves and their support, balconies, beams, girders, bressumers and cantilever upto all floor level..

Columns pillars, posts and struts upt all floor levels.

Stair cases (except spiral stair case) excluding landing but including preparing of the surface and finishing of nosing upto all floor level:-

Providing and laying upto all floor levels cement concrete work 1:1½:3 (1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) to give smooth and even surface including centring and shuttering but excluding cost of reinforcement and curing complete mechanical mixed and vibrated for compecting reinforced concrete upto floor all levels including carriage of materials in all leads and lifts:-

String courses, copings, bed plates, anchor blocks, plain windows sills and the like.

Moulding as in cornices, window sills etc. exceeding 15cm in girth.

Plain/reinforced cement concrete in substructure complete as per drawings and technical pecification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.compplete including carriage of materials within all leads, lifts and other incidentals.Nominal mix (1:1.5.:3) (1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size.)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. .including carriage of materials within all leads, lifts and other incidentals. R.C.C Grade M 30 1:1:2 (1 cement : 1 sand : 2 graded stone aggregate 20mm nominal size.)

Providing mild steel / tor steel / TMT reinforcement for R.C.C. work including cost of binding wire, cutting, bending, binding and placing in position complete upto all floors level including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Applying cement slurry on R.C.C. slab or cement concrete work using 2.75kg. of cement per square metre of floor area before laying cement concrete flooring including roughening, cleaning of the concrete surfaces complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement : 3 sand) upto floor all level including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:8:16 (1cement : 8sand : 16 graded stone aggregate 20mm nominal size) and curing complete on slab and floor excluding the cost of form work screed laid under flooring upto floor all level including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and filling in position bitumen mix filler of proportion 80.00 kilogramme of hot bitumen 1.00 kilogramme of cement and 0.25 cubic meter of sand for expension joints upto floor all level including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 1.00mm thick aluminium sheet lining over ply board / door shutter with necessary screws and approved adhesive etc. complete as per the direction of Engineer-in Charge including carriage of material in all leads and lifts.

Providing and laying water proofing treatment with Dr. Fixit-FASTFLEX or equivalent with two components polymer modified cementitious coating consisting of cementitious powder and a polymer liquid in two coats for first coat:- clean and saturate surface and then applying a coat of Dr. Fixit -FASTFLEX by maintaning a coverage of 6-7 sft per kg to achive one mm thickness and the same process shalltended upto 300 mm vertically. The second coat shall be applied in opposit direction after four six-hours of application of first coat then sprinkle sand on top surface of applied Dr. Fixit-FASTFLEX while still tacky over the second coat. Then apply cement mortar 1 ; 4 ( 1 cement :m 4 sand) admioxed with 200 ml of pidiproof LW @ 200ml per 50 kg bag of cement over the floor with the suitable grediant towards drain pipe, while tyhe second coat of Dr. Fixit is still tacky including carriage of materials within all leads and lifts.

BRICK MASONARY:- Brick work using common burnt clay Second class building bricks in foundation and plinth in cement mortar 1:6 (1 cement : 6 sand) including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Brick work using common burnt clay Second class building bricks in superstructure in all floor levels in cement mortar 1:6 (1 cement : 6 sand) including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Half brick masonary in common burnt clay Second class building bricks in foundation and plinth in cement mortar 1:4 (1 cement : 4 sand) including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Half brick masonary in common burnt clay Second class building bricks in superstructure in all floor levels in cement mortar 1:4 (1 cement : 4 sand) including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

STONE WORK :- Square rubble masonary coursed with hard stone of approved quality in foundation plinth and Retaining walls / Breast walls in cement mortor 1:4 (1 cement :4 sand) including rakingout joints up to all heights including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Random rubble masonry / polygonal rubble masonary (uncoursed / brought to courses) with hard stone of approved quality in foundation and plinth in cement mortor 1:6 (1 cement :6 sand) in breast walls and retaining walls including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Stone soling properly hand/ with hand durmat packed filling interstices with Kharanja stone including sperding, watering and ramming under floor specified thickness complete as per HP.PWD specification including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Stone filling behind retaining wall per HP.PWD specification 1990 Volume-I including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704 1202 and 1204 in cement mortar (1:6) compplete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of materials within all leads and lifts.

Providing and fixing 40mm thick panelled and glazed shutter for doors, windows & clerestorey windows made of second class deodar wood styles, side and top rails 100mm x 40mm, middle rail 150mm x 40mm and bottom rail 200mm x 40mm, first class deodar wood panel 12mm thick below middle/ lock rail and 6mm thick glass pan with rubber gasketabove lock rail including black enameled iron butt hinges with necessary screws complete as per Architecural drawing including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 40mm thick second class deodar wood panelled glazed or panelled and glazed shutters for doors windows and clerestory windows including black enamelled iron butt hinges with necessary screws including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 40mm thick second class deodar wood wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85G with wire of dia 0.56mm for doors, windows and clerestory windows including first class deodar wood including bright finished black enamelled iron butt hinges with necessary screws including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing MS CP sliding door bolts bright finished and black enamalled or of required shade and colour with bolts and nuts etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

300mm X 16mm size.

250mm X 16mm size.

Providing and fixing aluminium tower bolts (Berrel type) anodized transparent or dyed to required shade and colour with screws etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

250mm X 10mm size.

200mm X10mm size.

Providing and fixing 125mm size aluminium handles anodized transparent or dyed to required colour or shade with necessary screws etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 150mm M.S. single acting spring hinges bright finished with necessary screws etc.complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 75mm X 65mm moulded hand rail in straight length complete with 1st class Deodar wood including carriage of materials within all leads and lifts.

Providing and fixing all weather proof ACP imported Sign Panel all weather proof multi colour computerised reflective digitat panel 3mm thick, mounted on powder coated G.I frame work fixed/ hanging with wall or ceiling etc. with specified clamps and G.I. wires and rawl plugs etc. complete as per the direction of Engineer-in Charge including carriage of material in all leads and lifts.

Providing and fixing PGI Sheet 0.63mm thick in expansion joint with overall width 45cm fixed to beam /slab with wooden plugs and screws including bending to slope and fixed in bitumen mix filler in proportion of 80kg bitumen 1.00kg of cement and 0.25cum of sand hot mixed complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-Plain grill.

Providing and laying mirror polished Kota stone slab of uniform colour of size 550mm X 550mm in flooring over 20mm (average) thick base of cement mortor 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge:- 25mm thick mirror polished slab size not less than 550mm X 550mm.

Kota stone slab 25mm thick mirror polished of slab size not less than 550mmx550mm in risers of steps, skirting dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1 cement :3 sand) and jointed with grey cement slurry fixed with pigment to match the shade of the slabs including rubbing and polishing complete upto floor all level including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing ceramic coloured / white glazed tiles 300 mm X 450 mm X 6mm thick size of approved shade and brand ORIENT / SOMANI / NITCO or equivalent in skirting risers of steps and dado 12mm thick cement mortar 1:3 (1 cement :3 sand) and jointed with cement slurry upto floor all level including carriage of materials within all leads and lifts.

Providing and fixing polished Black Granite stone of approved shade and texture in skiting / dado / wall lining over 12 mm thick base of cement mortar 1:3 (1cement: 3 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone including rubbing and polishing complete upto floor all level including carriage of material within all leads and lifts as per direction of Engineer-in-charge:- 20mm (average) thick Granite stone.

Providing and laying heavy duty precast cement conrete pre-poilished inter locking paver blocks vibro compacted up to M-50 grade of NTC make or equivalent including border or kurb block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks including curing rubbing and polishing complete upto floor all level including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

60mm (milimetre) thick inter locking blocks.

80mm (milimetre) thick inter locking blocks.

Providing and laying 25mm thick mirror polished Kota stone slab in single piece of size according to width( 30 cm) and length (1.80 metre) of stair tread of steps) in flooring/ treads of steps over 20mm (average) thick base of cement mortor 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slabincluding rubbing and polishing complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge.

Providing and fixing GRC / Garsa slate stone / unistone 12mm cladding on wall/ R.C.C.surface side as on faces of Arch masonry walls etc.on 12mm thick cement plaster 1:3 (1cement: 3sand) and jointed with cement slurry including scaffolding etc.complete upto floor all level including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Making half round nosing / moulding in granite stone/ marble stone/kota stone in treads of steps, shelves skirting, dado etc. with mechanical /manually means including rubbing and granite polishing complete including carriage of materials in all leads and lifts to the satisfaction of Engineer-in-Charge.

ROOF COVERING:- Providing and fixing 0.60mm thick prepainted steel sheet of TATA DURASHINE and approved brand and shade and design in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5microns over 5microns primer coating including fixing with G.I. self drilling screws of required sizes / prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete upto floor all level with all accesoriees as required as per the direction of Engineer-in-charge:-0.60mm (zero point sixty millimetre) thick sheet including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing ridges or hips 60cm overall with 0.45mm thick prepainted steel sheets of TATA DURASHINE and approved brand, shade and design in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20microns over 5microns primer coating + back coat of polyster of 5microns over 5microns primer coating including fixing with G.I. self drilling screws of required sizes / prepainted iron J or L hooks, bolts and nuts 6mm dia and prepainted G.I. limpet and bitumen washers complete upto floor all level with all accessories as required:-0.60mm (zero point sixty millimetre) thick sheet including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing fixing 30cm wide 120cm overall box type gutter with 45mm (milimeter) thick prepainted steel sheet of TATA DURASHINE and approved brand in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster organic coating of back coat of polyster 5microns over 5microns primer coating gutter with iron brackets 40mm X 3mm size bolt and nuts and washers etc. including making necessary connections with rain water pipe copmlete as per design including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing M.S.B.P Sheet 2.00mm (two milimetre) thick in eaves board/ facia/ soffits/ ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer (Base members of steel work shall be measured and paid for separtely) with scaffolding work including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing on wall face and laying in tranches etc. PVC Finolex type "B" rain water pipes of working pressure not less than 4.50 kg / sqm including filling the joints with approved adhesive and fixed with PGI sheet clamps at required distance complete with require No. of coller and clamps etc.copmlete as per design including carriage of material within all leads and lifts as per direction of Engineer-in-charge:- 150mm dia pipes.

Providing and fixing on wall faces PVC (Finolex) accessories for rain water pipes including filling the joints with approved adhesive copmlete as per design including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

PVC Plain/ Door bend 150mm dia any degree.

PVC plain shoe 150 mm dia.

PVC Collar 150mm dia.

Providing and fixing 150mm diametre M.S. holder bat clamps of approved design to PVC Pipes embedded in and including cement concrete blocks 10cms x 10cms x 10cms of 1:2:4 mix (1 cement : 2 sand :4 graded stone aggregate 20mm nominal size) and cost of cutting holes and making good the wall etc.copmlete as per design including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Steel Work:- Steel work welded in built up sections including hollow sections of BIS specification in trusses and framed work, including cutting hoisting fixing in position and applying a priming coat of red lead paint including carriage of material within all leads and lifts up to all floor levels as per direction of Engineer-in-charge :-

In beams joists channels, angles, tee, flats with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like.

In gratings, framed, guards, bars ladders and railing, brackets, hand rail and similar works of hollow sections.

Providing and fixing angle iron door, windows clerestory windows frames manufactured from M.S. angle iron section angle 40mm X 40mm X 6mm thickness including hinges jambs lock jamb, beed and if required angle threshold of mild steel angle 50mm x 25mm welded or rigidly fixed by mechanical means lug with split end tails to each jamb including steel butt hinges 2.50mm thick with provision for locking arrangment and shock absorber as specified and applying a coat of approved steel primer after pretreatment of the surface complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing single rebate door frame manufactued from ISLC 75mm (with MS Flat 75mm X 4mm for cenrte frame) & MS hollow section for rebate 40mm X12mm and 1.50mm thick welded together for making rebate i/c MS Flat Holdfast 20cm long and 4mm thick embedded in C.C Block 1:3:6 as per design and drawing i/c jambs, lock jamb, beed and if required angle threshold of mild steel angle 50mm x 25mm welded or rigidly fixed by mechanical means lugs with split end tails to each jamb i/c steel butt hinges 2.50mm thick with provision for locking arrangement and shock absorbers as specified and applying a coat of steel primer after pre treatment of the surface complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

Side/end frame.

Center/ mullion frame.

Providing and fixing steel glazed door, windows and ventilator of standard rolled steel section joints mitred and welded with 16mm x 3.15mm lugs 10 cm long embedded in C,Con, blocks 15cm x10cm x10cm size of 1:3:6 with wooden plugs and screws or with fixing clips or with bolts and nuts as required and iron fittins i/C P/F of glas panes with glazing clips and special mettal sash putty of approved make complete including applying a priming coat of read lead paint complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

Fixed steel windows

Side hung window

Side hung wire gauge window

Providing and fixing in position collapsible steel shutters with vertical channels 20mm X10mm X 2mm and braced with flat iron diagonals 20mm X 5mm size with top and bottom rails of T.iron 40mm X 40mm X 6mm with 38mm dia steel pulley complete with bolts and nuts locking arrangements, stoppers, handles including applyinga priming coat of red lead paint.

Providing and fixing M.S.round holding down or anchor bolts with nuts and washer plates complete up to all heights including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing M.S round/ rectangular/square hollow pipe of approved size and thickness in vertical posts welded in straight length including one coat of red oxide priming coat complete including carriage of materials within all leads and lifts.

Providing and fixing rectangular MS hollow Pipe 40mm x 20mm x 2.50mm hand rail welded in stright length over mild steel flat at top of vertical balusters including one coat of red oxide priming coat complete (mild steel flat & balusters of railing shall be measured & paid separately ) carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing steel R.S. JS/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6:- Steel section.

Providing, fixing and erecting 50mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100mm x 50mm, 1.2m high above ground, 2m centre-to-centre, complete as per approved drawings Clause 1706 including carriage of materials within all leads, lifts and other incidentals.

Providing and fixing Single sided single "W" Metal beam crash barrier comprishing of cold formed W profiled section having thickness of 3 mm (uncoated thickness ) with frame width of 311 mm depth 83 mm and length 4318 mm ( made of ISI marked HR coil conforming to IS : 5986/2011 ) , to be fixed on cold formed channel section post of size 150x75x5 mm ( Made from ISI marked Hr Coils conforming to IS 5986/2011 ) spaced 1.50 metre centre to centre of the post which will be of total height of 1.80 metre with its height of 1.1 metre below ground level and 0.70 metre above ground level. Metal beam rail to be fixed on the vertical post with spacer channel of cold formed channel section size 150x75x5 mm and 330 mm long (made from ISI Marked HR coils conforming to IS : 5986/2011 ) , All the above components shall - conform to clause 810 of MORTH &H specifications including all fittings required for erection on road side W-Beams, Posts , Spacers shall be hot dip galvanised with Zinc coating of 550 gm/Sqm. All bolts , nuts and washers shall be hot dip galvanised to IS :1367 pt-XIII/1983 ( Reaffirmed 2011 ) for bolts and IS 14394/1996 ( reaffirmed 2011 ) for nuts including carriage of materials in all leads and lifts as per the direction of Engineer-in- charge.

PAINTING AND POLISHING:- Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamal paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter up to all heights in all floor levels complete with scaffolding works including carriage of materials within all leads and lifts :-With enamal paint other then white.

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter sand papering and knotting up to all heights in all floor levels complete with scaffolding works etc. including carriage of materials within all leads and lifts :-Ready mixed paint brushing wood primer pink.

Painting two coats (excluding priming coat) on new wood and wood based surface with enamal paint to give an even shade including cleaning the surface of dirt, dust and other foreign matter, sand papering and stopping up to all heights in all floor levels complete with scaffolding works including carriage of materials within all leads and lifts :-With enamal paint other than white.

Polishing required coats with french polish on new wood and wood based surfaces to give an even surface including cleaning the surface of all dirt,dust,and sand papered smooth and including a coat of wood filler up to all heights in all floor levels complete with scaffolding works including carriage of materials within all leads and lifts.

PLASTERING,POINTING,WHITE WASHING,COLOUR WASHING, DISTEMPRING AND OTHER FINISHINGS:- 6mm cement plaster to ceiling in cement mortar 1:3 (1 cement : 3 sand) including carriage of materials within all leads and lifts in all floor levels including carriage of materials within allleads and lifts.

15mm cement plaster in single coat on the rough/ fair side of brick / concrete / stone walls for interior plastering upto all floor level including arrises, internal rounded angles, chamfers and/ or rounded angles not exceeding 30cm in girth and finished even and sand opapered smooth in cement mortar 1:6 (1 cement : 6 sand) up to all heights in all floor levels complete with scaffolding works in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge..

15mm cement plaster in single coat on fair side of brick/ concrete/ stone walls for interior / exterior plastering upto all floor level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 30cm in girth and finished even and smooth in cement mortar 1:6 (1 cement : 6 sand) up to all heights in all floor levels complete with scaffolding works in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

15mm thick cement plasters in single coat on rough/ fair side of brick/ concrete/ stone walls for interior / exterior plastering upto all floor level including arises, internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:4 (one cement:four sand) up to all heights in all floor levels complete with scaffolding works in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on ceiling or sloping surfaces on all floo to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth Priming coat with distemper primer up to all heights in all floor levels complete with scaffolding works in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth Priming coat with distemper primer up to all heights in all floor levels complete with scaffolding works in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Wall painting (two coats) with acrylic/ premium emulsion paint of approved brand and manufacture for interior grade on undecorated on crete / stone / plastered wall surfaces to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth including applying of putty a required for metling the surface up to all heights in all floor levels complete with scaffolding works in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Applying one coat of Acrylic primer (Spectrum or equivalent of Superior quality) on new concrete/ masonry/ plastered surfaces after and including preparing the surface by thoroughly brushing the surface free from mortar droppings and other foreign matters, sand papering the surface smooth up to all heights in all floor levels complete with scaffolding works in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Finishing wall with weather proof exterior grade emulsion of approved design (Apex ultima) or its equavalent on undecorated wall surfaces (two or more coats) to give an even shade and final finish after thoroughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth up to all heights in all floor levels complete with scaffolding works in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

Applying two or more coats of white wall care putty or equivalent over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface up to all heights in all floor levels complete with scaffolding works in all leads and lifts including carriage of material and as per the direction of the Engineer-in-Charge.

MISCELLANEOUS WORK:- Providing Plinth protection 50mm thick in cement concrete 1: 3 :6 (1 cement : 3 Sand : 6 graded stone aggregate 20mm nominal size) complete including carriage of materials within all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing under layer for plinth protection of 75mm (seventy millimetre) thick (unconsolidated) bed dry brick / stone aggregate 40mm ( forty millimetre) nominal size well rammed and consolidated and grouted with fine sand including preparation of ground complete including carriage of materials within all leads and lifts and as per the direction of the Engineer-in-Charge.

Construction of 20cm X 15cm size cement concrete drain with cement concrete 1:3:6 (1 cement : 3 sand :6 graded stone aggregate of 20mm nominal size) including shuttering, form work and inside plastering and polishing with a floationg coat of neat cement as per standard design complete including carriage of materials within all leads and lifts and as per the direction of the Engineer-in-Charge.

Road Works:-Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Preparation of sub grade by dressing to combor (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil ompleted as per HP.PWD specifications. including carriage of materials within all leads, lifts and other incidentals.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications. including carriage of materials within all leads, lifts and other incidentals.

Providing, laying, spreading and compacting stone ggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and mpacting to the required density Grading 1 as per Technical specification Clause 405. including carriage of materials within all leads, lifts and other incidentals.

Providing, laying, spreading and compacting stone ggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and mpacting to the required density Grading 1 as per Technical specification Clause 405 including carriage of materials within all leads, lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405including carriage of materials within all leads, lifts and other incidentals.

Providing and applying primer coat with bitumen emulsion (SS- 1) on prepared surface of granular base including leaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. including carriage of materials within all leads, lifts and other incidentals.

Providing and applying tack coat with Bitumen emulsion (RS- 1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. including carriage of materials within all leads, lifts and other incidentals.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. including carriage of materials within all leads, lifts and other incidentals.

Providing and laying bituminous concrete 30mm thick (thirty millimetre) with TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-10 @ 5.40 to 5.60 per cent of mix and filler having anti stripping agent such as "Eva thermo" or equivalent mixed in bitumen @ 0.40% of quantity of bitumen transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects including carriage of all equipments and materials to various location through all modes of transportation in all leads lifts as per direction by the Engineer-in-Charge.

WS & SI WORKS:- Providing and laying in trenches galvanised mild steel tubes (Medium grade), tube fittings (Earth work in trenches to be measured and paid for separately) complete including carriage of materials within all leads and lifts and as per the direction of the Engineer-in-Charge:- 20mm nominal bore.

Providing and fixng to wall ceiling floor galvanised mild steel tubes (Medium grade), tube fittings and clamps (Medium grade) tube fitting and clamps including making good the wall ceiling and floor complete including carriage of materials within all leads and lifts and as per the direction of the Engineer-in-Charge :-

15mm nominal bore.

20mm nominal bore.

Making connection of galvanised steel distribution branch with galvanised mild steel main 20mm to 40mm nominal bore by providing and fixing tee including cutting and threading the pipes complete including carriage of materials within all leads and lifts and as per the direction of the Engineer-in-Charge.

Fixing water metre and stop cock in galvanised mild steel tube including necessary fittings such as mild steel galvanised jam nut, socket etc. cutting and making long screws etc. complete (water meter and stop cock to be paid for separately) including carriage of materials within all leads and lifts and as per the direction of the Engineer-in-Charge:- 20mm nominal bore.

Providing and fixing PVC water storage tank of various capacity of ISI :12701 marked G.I inlet and outlet connection 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangements including hosting up to all heights above ground level up to all floor levels complete including carriage of materials within all leads and lifts and as per the direction of the Engineer-in-Charge:- 1000 ltrs net capacity.

Constructing chamber 300mm X 300 mm X 500 mm deep inside size for stop cock with C.I. surface box 100X 100X 105mm size with hinged cover fixed in or inspection chamber with precast RCC 1 :2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size), 75mm thick foundation concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 graded aggregate 40 mm nominal size) and inside plastering in cement mortar 1 : 3 ( 1 CEMENT : 3 SAND) finished with floating coat of neat cement including curing complete with 115 mm thick walls of brick masonary in cement morter 1 : 5 ( 1 cement : 5 sand) complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) composite pressure pipe confirming to IS-15450 U.V. stablized with carbon black having thermal stability for hot water suppy including with clamps at 1.00 metre spacing cutting , fixing and making good the wall but excluding the cost of fittings( internal work) pipes concealed in the wall with cutting chases and making good the wall .

1216mm (16mm O.D. pipe)

1620mm ( 20mm OD pipe).

Providing and fixing composite end seal compression fitting as per IS-15450-2004 for cold water supply eg. Tees, elbows, reducers, connectors, couplers,and clamps with jointing testing and fittings complete including cutting and making good the walls etc.:-

External work, PE-AL-PE- composite end seal compression fittings:- Equal Tees.

1216 mm size.

1620 mm size.

Reducing Tee.

1620 x all branches.

2025 x all branches

Female branch TEE.

1216 X 1216 X 15 mm thread.

1620 X 1620 X 20 mm thread.

Female elbows:-

1216 X 15 mm thread.

1620 X 15 mm thread.

Male thread connector:-

1216 X 15 mm thread.

1620 X 15 mm thread.

Female thread connector:-

1216 X 15 mm thread.

1620 X 15 mm thread.

Couplers:-

Reducers:-

Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fitting with approved adhesive etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

150mm dia.

110mm dia.

Providing and fixing PVC single equal branch with oval access door , ISI marked insertion rubber washer 3mm thick bolts and nuts complete including fixing with approved adhesive etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

150mm dia.

110mm dia.

Providing and fixing PVC door bend with oval acces door, insertion rubber washer 3mm thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

150mm dia.

110mm dia.

Providing and fixing PVC single equal branch plain ISI marked including fixing with approved adhesive etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

150mm dia.

110mm dia.

Providing and fixing PVC collars ISI marked including fixing with approved adhesive etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

150mm dia.

110mm dia.

Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

150mm dia.

110mm dia.

Providing and fixing PVC offset 45 Govt. Degree ISI marked including fixing with approved adhesive etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

150mm dia.

110mm dia.

Providing and fixing PVC double equal branch with oval acces door, insertion rubber washer 3mm thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

150 mm dia.

110 mm dia.

Providing and fixing PVC plain double equal branch ISI marked including fixing with approved adhesive etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

150 mm dia.

110 mm dia.

Providing and fixing MS clamps ISI marked of approved design with steel screws and rawal plugs etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

150mm dia.

110mm dia.

Providing and fixing PVC floor traps ISI marked of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

110 mm x 90 mm

Providing and fixing PVC reducer ISI marked including jointing with approved adhesive etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

150 mm x 110 mm dia

Providing and fixing PVC 'P' or 'S' trap for water closet (squatting pan) ISI marked including jointing the trap with the pan and PVC pipe with approved adhesive etc. complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

150 mm dia

110 mm dia

Providing and fixing PVC cowl fitting complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

150mm dia.

110mm dia.

Chase in stone / brick masonary walls for fixing sand cast iron / cast / spun iron pipes and fitting including making good the same with stone / brick work in cement mortar 1:3 ( 1 cement : 3 sand ) complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

150 mm dia.

100 mm dia.

Providing and fixing viterous China water closet squatting pan (europeanType W.C. pan) withh integral P or S trap including jointing the trap with soil pipe in cement mortar 1:1 (1 cement : 1 sand) seat and cover to be paid for separtely separately complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:- Anglo Indian Universal closet.

Providing and fixing viterous China water closet squatting pan (Indian Type W.C. pan) size 580mm (Earth work, bed concrete, foot rest and traps to be measured and paid for separately) complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:- Orrissa pattern long pattern as per CERA catlogue No. 2071.

Providing and fixing 10.00 liter capacity PVC low level duel flushing cistern CERA catlogue No. 2603 or equivalenet with a pair of brackets with fittings such as lead valve, less syphon, 15mm nominal size PVC ball valve with polythene float, PVC handle, union and coupling for connection with inlet, outlet and overflow pipes 40mm dia PVC flush bend with cistern and closet & over flow pipe to be paid for separately) complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing plastic seat and cover solid type for wash down water closet with C.P brass hinges and rubber buffers complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing Flat back type of size 430mm X 260mm X 350mm first quality of white shade viterous China bowl pattern urinal including connecting the urinal with waste pipe by means of white lead mixed with chopped hemp (waste pipe to be measured and paid for separately) including carriage of materials within all leads and lifts.

Providing and fixing 5.00 litres capacity PTMT coloured / white automatic flushing cistern with a pair of PVC /C.I. or M.S. bracket complete with fittings including PVC / C.I. syphonic apparatus, mosquito proof lid, PVC / C.P. brass union and coupling for connections with inlet, outlet and over flow pipes including cutting holes and making good the same ( over floe pipe to be measured and paid for separately) including carriage of materials within all leads and lifts.

Providing and fixing 15mm nominal bore C.P. brass flush pipe / spreaders for urinal with fittings such as unions, clamps etc.( all C.P.) including cutting holes and making good the same. including carriage of materials within all leads and lifts.

Providing and fixing Flat back 550mm X 400mm size viterous China wash basin of Cera Cat No. 1025 or equivalent with single hole for pillar tap with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fitting complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing vitreous China pedestal CERA catlogue No. 1108 or equivalent for wash basin complete recessed at the back for the reception of pipes and fittings including carriage of materials within all leads and lifts.

Providing and fixing 32mm dia C.P. brass waste (heavy duty ISI marked IS:8931 & 8934) for wash basin or sink complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 32mm dia PVC waste pipe ( 60 CM long) for wash basin and sink complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing & fixing 100mm dia C.P. grating for floor or nahani / gully / floor trap complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 600mm x 450mm bevelled edge mirror of superior glass mounted on 6mm thick A.C. sheet or ply wood sheet and fixed to wooden plugs with C.P. brass screws and washer complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 600mm X 20mm size C.P. brass towel rail (heavy duty ISI marked IS:8931 & 8934) complete with C.P. brass brackets fixed to wooden plugs with C.P. brass screws complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 15mm dia CP brass bib tap with capstan head (heavy duty ISI marked IS:8931 & 8934 (superior or heavy type) complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 15mm dia CP brass pillar tap with capstan head (heavy duty ISI marked IS:8931 & 8934)complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 15mm dia C.P.brass angle valve with flange (heavy duty ISI marked IS:8931 & 8934)complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 45cms length aluminium polythen connection pipe (heavy duty ISI marked IS:8931 & 8934) with brass union complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:- 15mm nominal bore.

Providing and fixing brass full way valve with wheel complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

15mm nominal bore.

20mm nominal bore.

Providing and fixing G.I. or M.I. Union of following sizes ( where not includding in the item) complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

15mm nominal bore.

20mm nominal bore.

Providing and fixing PTMT jet spray with 1.00 metre tube of Prayag of approved quality and colour complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 15mm PTMT fancy bib cock with flange and spout no .1391 of approved quality and colour complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 20mm x 15mm PTMT push cock with flange of Prayag with reducer of approved quality and colour including carriage of materials within all leads and lifts.

Providing and laying in trenches 150mm dia (to level or slopes) and jointing with approved adhesive high pressure PVC finolex type-B spigot and socket waste and ventilating pipe complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1 Cement : 4 Sand : 8 graded stone aggregate 40mm nominal size) bedding for stoneware pipes of the following internal diameters, necessary form work and curing complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:- 150mm size.

Providing, laying, jointing and pointing with a stiff mixture of cement mortar in proportion of 1:1 (1 cement : 1 sand) 150 mm internal diameter salt glazed stoneware grade 'A' half round channels complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Constructing manhole with R.C.C. top slab in 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4;8 ( icement ; 4 sand : 8 graded stone aggregate 40 mm nomonal size), inside plastering 15mm thick with cement mortar 1:3 (1 cement : 3 sand) and finished with floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished smooth curing and testing complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge:-

Inside size 800mm X 800mm and 500mm deep including precast cement concrete cover with frame (heavy duty) 455mm X 610mm internal diamensions :-with 230mm thick walls of brick masonary using common burnt clay building bricks in cement mortar 1:3 (1 cement : 3 sand).

Inside size 800mm X 800mm and 1000mm deep including precast cement concrete cover with frame (heavy duty) 455mm X 610mm internal diamensions :-with 230mm thick walls of brick masonary using common burnt clay building bricks in cement mortar 1:3 (1 cement : 3 sand).

Providing and installing Mono Block Electric pump 2 HP single phase of Kirloskar make or equivalent including fixing complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Cutting holes through existing brick work including making good the same in cement mortar 1:6 (1 cement: 6 sand) per CMs. Depth of cutting :-Holes upto and including 400Sq.cm in area including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Cutting holes upto 15cm X15cm in R.C.C beams / floors and roofs for passing drain pipe etc. and repairing the holes after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including finishing complete so as to make it leak proof complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Supplying and fixing 300mm X 300mm precast RCC cover with frame for gully trap of NTC make or equivalant complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

Providing and fixing 455mm X 610mm precast reinforced cement concrete cover with frame for manholes of NTC make or equivalant complete including carriage of material within all leads and lifts as per direction of Engineer-in-charge.

P K Construction Shimla Pvt Ltd

rajesh kumar suman

Ajay Kumar Sood Engineers and Contractors

RAM NATH AGGARWAL