Construction of Sub Tehsil building cum residence building at Kataula District Mandi (H.P.)

Amount

CIVIL WORK:- Cutting in earth work in all heights and depths in all kinds of clasification of soil including saturated soil comprising of pick, jumper and blasting work both in soft and hard rock with chiseling wedging out of rock (where blasting is prohibited) and their intermediate classification of soil setting out time to the required line, side slopes trimming bottoms and level as shown in the drawing as per the direction of Engineer-in-Charge at site and sorting out useful/un-useful materials and stacking the same in all leads and lifts and transportation of un-useful materials to required width or on approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its levelling fine dressing and carriage of all labour machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by mechanized means and or labour if required all useful materials such as stones, shingles, aggregates, sand slates shall be sorted out and stacked along site of work. Any loss to the public/private property during the course of execution shall be absolute responsibility of the contractor which shall be duly compensated by him in all cases.

Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete within all leads, lifts, carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.

Excavation in foundation, trenches, etcetra in earth work in all kinds of classification, of soils such as pick work, jumper work, blasting work saturated soils including chiseling or any other mixed variety of soils, dewatering and / or removal of slush and other incidentals, lift up to any height stacking excavated soil up to all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm (fifteen centimetre) thick layer when required into plinths, sides of foundation etcetra consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth to the disposal point within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Excavation in drains and channels etcetra in earth work in all kinds of classification of soil such as pick work, jumper work, blasting work, saturated soil including chiseling or any other mixed variety of soil dewatering and / or removal of slush and other incidentals, lifts upto any height, stacking the excavated soil upto all leads and lifts clear from the edge of excavation and then returning the stacked soil in fifteen centimeter thick layers when required into plinth sides of foundation etcetra consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth to the disposal point within all leads and lifts complete in all respect.

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete including with in all leads, lifts, carriage of material and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing form work with steel plates 3.15mm (three point one five millimetre) thick welded with angle iron in frame 30x30x5mm (thirty into thirty into five millimetre) so as to give a fair finish including centering, shuttering, strutting and propping etcetera with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling upto all height and removal of the same for in-situ reinforced concrete and plain concrete work in :

Foundation, footings, bases of columns etcetera and mass concrete including carriage of materials within all leads and lifts and other incidentals complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Flat surface such as soffits of suspended floors, roofs, landings and the like upto any thickness including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Columns, pillars, posts and struts square, rectangular or polygonal in plan including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Stair cases with slopping or stepped soffits, excluding landing but including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Beam, cantilever, girders and lintels, sides and soffits of beams beam haunching cantilevers girders bressumers and lintels of any depth including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Edges of slabs and breaks in floors and walls of any width including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of 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 & 1203. Plain cement concrete nominal mix 1:6:12 (one cement : six sand : twelve graded, crushed stone aggregate 40mm (forty millimetre) nominal size) complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.

Providing and laying cement concrete 1:6:12 ( one cement : six sand : twelve graded, crushed stone aggregate 40mm (forty millimetre) nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:5:10 ( one cement : five sand : ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size) mechanically mixed and curing complete excluding cost of form work in foundation and plinth including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 ( one cement : four sand : eight graded, crushed stone aggregate 40mm (forty millimetre) nominal size) mechanically mixed and curing complete excluding cost of form work in foundation and plinth including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 ( one cement : three sand : six graded, crushed stone aggregate 40mm (forty millimetre) nominal size) mechanically mixed and curing complete excluding cost of form work in foundation and plinth including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:2:4 (one cement : two sand : four graded, crushed stone aggregate 40mm (forty millimetre) nominal size) mechanically mixed and curing complete excluding cost of form work in foundation and plinth including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying mechanically mixed and vibrated cement concrete 1:2:4 ( one cement : two sand : four graded, crushed stone aggregate 20mm (twenty millimetre) nominal size) to give a smooth and even surface including centering and shuttering etcetera but excluding cost of reinforcement in mouldings cornices windows sill etcetra not exceeding 15cm (fifteen centimetre) in girth including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying reinforced cement concrete design mix M-25 (twenty five) grade mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced concrete work. The mix shall be designed as per requirement of I.S. code and P.W.D. specification. The dedign mix shall be got approved from the Engineer-in-Charge prior to casting. The theoritical consumption of cement for the item shall be worked out as per approved design mix as per I.S. code.

Foundation footing, bases of columns and the like mass concrete upto floor all level including carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Columns, pillars posts and struts upto floor all level including carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Suspended floor, roofs, landing and shelves and their support balconies beams girders, bressumers and cantilevers upto all floor level including carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Stair cases (except spiral stair cases) excluding landing but including preparing of the surface and finishing of nosing upto all floor level including carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying M-20 grade of cement concrete mechanically mixed and vibrated with minimum cement contents of 320 Kg/cum (three hundred twenty kilogram per cubic metre) with graded, crushed stone aggregate 20mm (twenty millimetre) nominal size and including curing complete excluding cost of form work and reinforcement for reinforced concrete work in:

Walls any thickness but not less than 0.10mtrs. (zero point one zero metre) thickness including attached pilasters, buttresses plinth and string courses upto any depth /any height including curing complete and carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Suspended floor, roofs, landing and shelves and their support balconies beams girders, bressumers and cantilevers upto all floor level including carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing tor steel reinforcement for R.C.C. work including bending binding and placing in position including cost of binding wire complete in all floors including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying precast concrete block masonry (including quion blocks, jamb blocks and closers etcetra) with solid concrete blocks of approved size made of cement concrete 1:3:6 (one cement :three sand : six graded stone aggregate 40mm (forty millimetre) and down gauge ) foundation, plinth and super structure upto all floor level in cement mortar 1:6 (one cement :six sand) including curing complete and carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying precast concrete block masonry in partition walls 10 cm (ten centimetre) thick with solid blocks of approved size including quion blocks, jamb blocks and closers etcetera made of cement concrete 1:3:6 (one cement :three sand : six graded, crushed stone aggregate 40mm (forty millimetre) and down gauge nominal size) with cement mortar 1:6 (one cement :six sand) including curing complete in super structure upto all floor level including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality/quarry in foundation and plinth including leveling up with cement concrete 1:6:12 (one cement : six sand : twelve graded, crushed stone aggregate 20mm (Twenty millimetre) nominal size) at plinth level in cement mortar 1:6 (one cement : six sand) including curing and carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Stone masonry in cement mortar in foundation complete as per drawing and technical specification clauses 702,704,1202 & 1204 Coursed rubble masonry (1st (First) sort) in cement mortar 1:6 (one cement :six sand) and curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.

Square rubble masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:6 (one cement : six sand) and curing complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc for sub structure and super structure complete as per Drawing and technical specifications clauses 704.6 & 1302.5 complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.

Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge.

Second class brick work using common burnt clay building bricks of approved kiln in foundation and plinth in mud mortar including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Square rubble masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:5 (one cement : five sand) and curing complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing second class deodar wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 50mm (fifty millimeter) thick second class deodar wood panelled, glazed or panelled and glazed shutter including fixing of double glass with rubber gasket for doors, windows and clere story windows including black enamelled iron butt hinges with necessary screws including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 40mm (forty millimeter) thick second class deodar wood wire gauge shutters using galvanized M.S. wire gauge of IS gauge designation 85g (eighty five) gauge with wire of diameter 0.56mm (zero point five six millimeter) for doors, windows and clerestore windows including bright finished black enamelled iron hinges with necessary screws including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 12mm (twelve millimetre) thick prelaminated board both side bwp phenol bounded exterior/interior grade panelled shutters with 40mm (forty millimetre) thick frame styles and rails of first class deodar wood for doors including bright finished/black enameled iron butt hings with necessary screws as per architectural drawing and approved specification including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing M.S. plain grills of required pattern in wooden frames of windows etcetra with M.S. flats, square or round bars with round headed bolts and nuts or by screws ornameltal grill complete in all respect including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing plain asbestos cement sheet ceiling of approved quality butt jointing and wooden screws (frame work and fillets to be measured and paid for seperately) cement bounded partical board 6mm (six millimetre) thick including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing 40x3mm (forty into three millimetre) flat iron hold fast 40cm (forty centimetre) long including fixing to frame with 10mm (ten millimetre) diametre bolts, nuts and wooden plugs and embeding in cement concrete block 30x10x15cm (thirty into ten into fifteen centimetre) 1:3:6 (one cement : three sand : six graded/crushed crushed stone aggregate 20mm (twenty millimetre) nominal size) including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etcetra including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

300x16mm (Three hundred into sixteen millimeter)

250x16mm (Two hundred fifty into sixteen millimeter)

Providing and fixing aluminium tower bolts (Barrel type) anodized transparent or dyed to required shade and colour with screws etcetra including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

200x10mm (Two hundred into ten millimeter)

150x10mm (One hundred fifty into ten millimeter)

Providing and fixing mat finish aluminium handles anodized transparent or dyed to required shade and colour with necessary screws etcetra including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

125mm (One hundred twenty five millimetre)

100mm (One hundred millimetre)

Providing and fixing 100mm (one hundred millimetre) bright finished brass floor door stopper with rubber cushion screws etcetera to suit shutter thickness including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 100mm (one hundred millimetre) bright finished hard drawn hooks and eyes including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 8mm (eight millimetre) thick cement bonded partical board ceiling of approved quality butt jointing and nail (frame work and cover fillets to be paid for seperately) including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying granite stone in flooring 20mm (twenty millimetre) (average) thicknees base of cement mortar 1:3 (one cement : three sand) laid over and jointed with grey cement slury mixed with pigment to match the shade of granite stone including rubbing and polishing complete 20mm (twenty millimetre) thick in all floors including curing and carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 10mm (ten millimetre) thick antiskid water proof stain and impact resistent heavy duty viterified tiles of SOMANY/AGL/RAK/ORIENT 600x600x10mm (six hundred into six hundred into ten millimetre) manufactured of approved shade and colour in flooring treads of steps and landings laid over 12mm (twelve millimetre) thick cement mortar 1:3 (one cement : three sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete as per specification including carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 10mm (ten millimetre) thick antiskid water proof stain and impact resistent heavy duty viterified tiles SOMANY/AGL/RAK/ORIENT 300x450x10mm (three hundred into four hundred fifty into ten millimetre) manufactured of approved shade and colour in skirting and dado laid over 12mm (twelve millimetre) thick cement mortar 1:3 (one cement : three sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete as per specification including carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying upto all floor level spartic ceremic tiles 5.5mm (five point five millimetre) thick of ORIENT/KAJARIA in flooring (300x300mm (three hundred into three hundred millimetre) size) treads of steps laid on a bed of 12mm (twelve millimetre) thick cement mortar 1:3 (one cement : three sand) finished with flush pointing in white cement including carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying spartic ceremic tiles 5.5mm (five point five millimetre) thick of ORIENT/KAJARIA in skirting (300x300mm (three hundred into three hundred millimetre) size) riser of steps laid on a bed of 12mm (twelve millimetre) thick cement mortar 1:3 (one cement : three sand) finished with flush pointing in white cement including carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying 25mm (twenty five millimeter) thick Kota stone slab flooring 20mm (twenty millimeter) (average) thick base of cement mortar 1:4 (one cement : four sand) laid over and jointed with gray cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as per specification including carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying 25mm (twenty five millimeter) thick Kota stone in riser of steps, skirting dado and pillar laid on 12mm (twelve millimeter) thick base of cement mortar 1:3 (one cement : three sand) laid over and jointed with gray cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete as per specification including carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

40mm (forty millimeter) thick cement concrete flooring 1:2:4 (one cement : two sand : four graded,crushed stone aggregate 20mm (twenty millimeter) nominal size) laid in one layer finished with a floating coat of neat cement complete in all respect including curing complete and carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and laying 7.5cm (seven point five centimetre)wide and 20mm (twenty millimetre deep white marble band polished to granolithic finish above plinth and all lfloor level complete as pler drawing, design and direction of Engineer-in-chagre.

Providing and fixing 0.60mm (zero point six zero millimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 (twenty) microns over 5 (five) microns primer coating to back coat of polyster 5 (five) microns over 5 (five) microns primer coating including fixing with screws prepainted iron J or L hooks, bolts and nuts 6mm (six millimetre) diametre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-Charge complete as per specification including carriage of material within all leads, lifts and other incidental charges.

Providing and fixing ridges or hips 60cm (sixty centimetre) overall with 0.60mm (zero point six zero millimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheets with top coat of regular modified polyster organic coating of 20 (twenty) microns over 5 (five) microns primer coating plus back coat of polyster of 5 (five) microns over 5 (five) microns primer coating including fixing with screws prepainted iron J or L hooks, bolts and nuts 6mm (six millimetre) diametre with prepainted GI limpet and bitumen washers complete with all accesoriees as required as per the direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental charges.

Providing and fixing valley 60cm (sixty centimetre) overall with 0.60mm (zero point six zero millimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster organic coating of back coat of polyster 5 (five) microns over 5 (five) microns primer coating including fixing with screws prepainted iron J or L hooks, bolts and nuts 6mm (six millimetre) diametre with prepainted GI limpet and bitumen washers complete with all accesoriees as required as per the direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental charges.

Providing and fixing MS BP sheet 1.66mm to 2mm (one point six six millimetre to two millimetre) thick in eaves board/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-Charge (Base members of steel work shall be measured & paid seprately) including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 100mm (one hundred millimetre) diametre pipes on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5kg/sqm (four point five kilogram per square metre) including filling the joints with approved adhesive complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing on wall faces PVC (D-Plast) accessories for rain water pipes including filling the joints with approved adhesive complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

PVC plain bend 100mm (one hundred millimetre) diametre

PVC shoe 100mm (one hundred millimetre) diametre

Providing and fixing PVC clamps 100mm (one hundred millimetre) diametre ISI marked of approved design with steel screws and rawl plugs complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 15cm (fifteen centimetre) wide 45 cm (forty five centimetre) overall semicircular plain sheet gutter with eaves board facia etcetra prepainted galvanised sheet hot dip mettalic zinc coated sheet prepainted coat of regutar modified polyseter (RNP) organic coating of 20(twenty) microns over 5 (five) microns primer coating + back coat of polyster of 5 (Five) microns over 5 (five microns primer coating including fixing with screws prepainted iron J or L hooks bolts and nuts 6mm (six millemetre) dia with prepainted limpet and rubber washer complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Steel work welded in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in trusses and trussed purlins in buildings complete as per design including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Steel work welded in built up sections, trusses and framed work including cutting hoisting and fixing in position and applying a priming coat of red lead paint in beams, joists, channels, angles, tees flats with connecting plates or angle cleats in main and cross beams, hip and jack rafters purlins connected to common rafters and the like complete as per design including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing MS railing for stair case having balluster of 19mmX19mm (nineteen millimetre into nineteen millimetre ) M.S. solid square bar with a clear height of 85cm (eighty five centimetre) jointed in cement concrete steps and welded with electrical/gas welding M.S. flat of 37.5mmx5mm (thirty seven point five millimetre into five millimetre) at top of vertical ballusters, the balluster welded / jointed with two number outer face M.S. flat of 37.5mm x 5mm (thirty seven point five millimetre into five millimetre) complete with a applying priming coat of red lead paint complete as per specifications and design including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Applying Birla White wall care putty over plaster surface after thoroughly brushing the suface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the suface complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equarlied on undecorated wall surfaces (two coats) to give an even shade and final finish after thoroughly cleaning the surface to remove all dirt and other foreign matter etcetera including sand paper smooth complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Wall painting (two coats) with acrylic emulsion paint of approved brand and manufacture for interior grade on undecorated concrete/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 complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint other than white brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

6mm (six millimeter) thick cement plaster to ceiling with cement mortar 1:3 (one cement : three sand) including curing and carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

15mm (fifteen millimetre) cement plaster in single coat on the rough side of brick/concrete/stone walls for interior plastering upto floor all level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm (eighty millimetre) in girth and finished even and smooth in cement mortar 1:6 (one cement : six sand) including curing and carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

15mm (fifteen millimetre) cement plaster in single coat on the fair side of brick/concrete/stone walls for interior/exterior plastering upto floor all level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm (eighty millimetre) in girth and finished even and smooth in cement mortar 1:6 (one cement : six sand) including curing and carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

15mm (fifteen millimetre) cement plaster in single coat on the rough side of brick/concrete/stone walls for interior plastering upto floor all level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm (eighty millimetre) in girth and finished even and smooth in cement mortar 1:3 (one cement : three sand) including curing and carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Distempering (Two 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 droopings and other foreign matter and also including preparing the surface even and sand papered smooth on walls including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Distempering (Two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated ceiling and/or sloping roofs 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 droopings and other foreign matter and also including preparing the surface even and sand papered smooth on walls including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated ceiling and/or slopply roofs to give and even shade over and including a priming coat with distemper primer of approved brand and manufacture after throughly brushing the surface free from mortar droopings and other foreign matter and also including preparing the surcface even and sand papered smooth including applying of putty a required for metling the surface complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting with ready mixed paint brushing wood plrimer pink complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Painting two coats (excluding priming coat) on new wood and wood based surfaces, with white enamel paint to give an even shade including cleaning the surface of all dirt, dust and other foreign matter, sand papering and stopping including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing plinth protection 50mm (fifty millimeter) thick in cement concrete 1:3:6 (one cement : three sand : six graded, crushed stone aggregate 20mm (twenty millimeter) nominal size including finishing the top surface of concrete smooth including curing complete and carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

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

Constructing course rubble hammer dressed U-Shape open surface drain with side wall 15x22cm (fifteen into twenty two centimetre) in cement mortar 1:6 (one cement : six sand) and inside plastering with cement plaster 1:3 (one cement : three sand) including earth work and laying 10cm (ten centimetre) cement concrete in 1:5:10 (one cement : five sand : ten graded, crushed stone aggregate of 40mm (forty millimetre) nominal size) and 7.5cm (seven point five centimetre) cement concrete 1:2:4 (one cement : two sand : four graded, crushed stone aggregate of 20mm (twenty millimetre nominal size) and finished with a floating coat of neat cement complete as per standard design including curing and carriage of material with in all leads, lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material and otherother incidentals as per direction of Engineer-in-Charge.

Supplying and fixing cast iron cover with frame for man holes 500mm (five hundred millimetre) internal diametre C.I. cover (medium duty) weight of cover with frame116Kg (one hundred sixteen kilogram) complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 200mm (two hundred millimetre) wide cast iron rungs with chequered or ribbed non slip surface including fixing in manholes with 200mmx200mmx100mm (two hundred millimetre into two hundred millimetre into one hundred millimetre) cement concrete 1:3:6 (one cement: three sand: six graded, crushed stone aggregate 20mm (twenty millimetre)nominal size) complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing grill jali panel on chamber including cutting, welding as per specifications and design including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

WATER SUPPLY AND SANITARY INSTALLATION :-Providing and laying 20mm (twenty millimetre) nominal bore in trenches ISI marked galvanized mild steel tubes (medium grade) tube fitting of approved brand and manufacture (earth work in trenches to be measured and paid for separately) complete in all respect as per H.P.P.W.D. specifications including carriage of material with in all leads, lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing Orrisa pattern CERA MAKE of approved shade Vitreous China wash down water closet squatting pan (Indian type W.C.pan) size 580mm (five hundred eighty millimetre) (earth work, bed concrete, foot rest and trap to be measured and paid for separately) including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing sand cast iron 110mm size (One hundred ten millimetre)size “P” or “S” trap for water closet (squatting pan) including jointing the trap with the pan and soil pipe in cement mortar 1:1 (One cement : One sand) including carriage of materials within all leads and lifts complete in all respect.

Providing and fixing PTMT Coloured/ white high density polyethylene / poly propylene 10 (ten) litres capacity (full flush) European standard control low level flushing cistern with fitting with a pair of brackets with fittings such as lead valve syphon, 15mm nominal size PVC ball valve with polythene float, with push button, couplings for connections with inlet, outlet and over flow pipe, 40mm (forty millimetre) diametre C.P. flush bend including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet (over flow pipe to be measured and paid for separately) complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing PTMT Coloured/white flushing cistern with a pair of PVC/C.I. or M.S. bracket complete with fittings including PVC syphonic appratus, mosquito proof lid, PVC union and coupling for connections with inlet, outlet and overflow pipes including cutting holes and making good the same (Overflow pipe to be measured and paid for separately) including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing flat back 430mmx260mmx350mm ( four hundred thirty millimetre in to two hundred sixty millimetre in to three hundred fifty millimetre) size vitreous china bowl pattern urinal including connection the urinal with waste pipe by means of white lead mixed with chopped hemp (waste pipe to be measured and paid for spearately) including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing vitreous china squating plate pattern urinal of size 450mmx350mm ( four hundred fifty millimetre in to in to three hundred fifty millimetre) size vitreous china bowl pattern urinal including connection the urinal with integral longitudinal flush pipe complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing C.P. brass flush pipe / spreaders for urinal with fitting such as unions, clamps etcetra (all in C.P. brass ) including cutting holes and making good the same 15mm (fifteen millimetre) nominal bore complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing flat back 550x400mm (five hundred fifty into four hundred millimeter) vitreous china wash basin with single hole for pillar tap with CI or MS brackets painted white including cutting holes and making good the same but excluding fittings complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing vitreous china pedestal for wash basin complete recessed at the back for the reception of pipes and fittings complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 32mm (thirty two millimetre) diameter rubber plug for sink or wash basin complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 32mm (thirty two millimetre) diameter C.P. brass waste for wash basin or sink complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 32mm (thirty two millimetre) diameter M.I union for wash basin or sink complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 32mm (thirty two millimetre) diameter C.P. brass "S" trap for wash basin or sink complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 100mm (one hundred millimetre) sand cast iron grating of approved specification/make for gully, floor or nahni trap complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 600x450mm (six hundred into four hundred fifty millimetre) bavelled edge mirror of superior glass mounted on 6mm (six millimetre) thick AC sheet or ply wood sheet and fixed to wooden plugs with C.P. brass screws and washers complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing chromium plated brass soap dish with C.P. brass brackets fixed to wooden cleats with CP brass screws complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing Vitreous China division plate of approved specification/make for urinals 600mmx300mm ( six hundred millimetre into three hundred millimetre) complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 15mm (fifteen millimetre) diametre C.P.brass bib tap heavy duty with capstan head complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 15mm (fifteen millimetre) diametre C.P. brass pillars tap heavy duty capstan head complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 15mm (fifteen millimetre) diametre C.P. stop cocks heavy duty complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing PVC connection pipe with brass unions 300/450mm ( three hundred/ four hundred fifty millimetre) length 15mm (fifteen millimeter) nominal bore complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing brass full way valve with wheel complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

15mm (fifteen millimeter) nominal bore

20mm (twenty millimeter) nominal bore

Providing and fixing 110mm (one hundred ten millimetre) diametre high pressure PVC spigot and socket, waste and ventilating pipe ISI marked including jointing with approved adhesive etcetra complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 110mm (one hundred ten millimetre) diametre PVC plain bend ISI marked including fixing with approved adhesive etcetra complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 110mm (one hundred ten millimetre) diametre PVC single equal branch with oval acess door ISI marked, insertion rubber washer 3mm (three millimetre) thick, bolts and nuts complete including jointing with approved adhesive etcetra complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 110mm (one hundred ten millimetre) diametre PVC collars ISI marked including fixing with approved adhesive etcetra complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 110x90mm (one hundred ten into ninety millimetre) PVC floor trap ISI marked of self cleaning design including fixing with approved adhesive, cost of cutting making good the wall and floor etcetra complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing PVC 1000 (one thousand) litres net capacity water storage tank of ISI: 12701 marked, G.I. inlet and outlet connection, 15mm (fifteen millimetre) nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting upto all heights above ground level complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing polythelene aluminium polythene (PE-AL-PE) composite pressure pipe U.V. stablized with carbon black conforming to IS: 15450-2004 for water supply including clamps at one metre spacing, cutting, fixing and making good the wall etcetra but excluding the cost of fittings (internal work) pipes exposed on wall complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

1216 (one thousand two hundred sixteen) (16 mm (sixteen millimetre) OD) pipe

1620 (one thousand six hundred twenty) (20 mm (twenty millimetre) OD) pipe

Providing and fixing composite and seal compression fittings as per IS 15450-2004 for cold water supply for example tees, elbows, reducers, connectors, couplers and clamps with jointing, testing and fittings complete including cutting and making good the wall etcetra including carriage of material with in all leads, lifts and other incidentals complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Equal Tee 1216 (one thousand two hundred sixteen)

Reducing Tee 1620 (one thousand six hundred twenty) x all branches

Female branch Tee 1216 x1216x15mm (one thousand two hundred sixteen into one thousand two hundred sixteen into fifteen millimetre) thread.

Providing and fixing composite and seal compression fittings as per IS 15450-2004 for cold water supply for example tees, elbows, reducers, connectors, couplers and clamps with jointing, testing and fittings complete including cutting and making good the wall etcetra including carriage of material with in all leads, lifts and other incidentals complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Female Elbow 1216 x15mm (one thousand two hundred sixteen into fifteen millimetre) thread

Female Elbow 1620 x15mm (one thousand six hundred twenty into fifteen millimetre) thread

Construction chamber 300mmx300mmx500mm (three hundred millimetre into three hundred millimetre into five hundred millimetre) inside size forstop cock with C.I. surface box 100x100 x75mm ( one hundred into one hundred into seventy five millimetre) in side with hinged cover fixed in cement concrete 1:2:4 (one cement : two sand : four graded crushed stone aggregate 20mm (twenty millimetre) nominal size) 75mm (seventy five millimetre) thick foundation concrete 1:5:10 (one cement :five sand : ten graded, crushed stone aggregate 40 mm (forty millimetre) nominal size) inside plastering with cement mortar 1:3 (one cement : three sand ) finished with a floating coat of neat cement including curing complete with 100mm (one hundred millimetre) thick walls of brick masonry in cement mortar 1:5 (one cement : five sand) complete with form workincluding carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.

Constructing manhole with reinforced cement concrete top slab in 1:2:4 mix (one cement : two sand : four graded,crushed stone aggregate 20mm (twenty millimetre) nominal size) foundation concrete 1:4:8 (one cement : four sand : eight graded stone aggregate 40mm ( forty millimetre) nominal size) inside plastering 15mm (fifteen millimetre) thick with cement mortar 1:3 (one cement : three sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (one cement : two sand : four graded, crushed stone aggregate 20mm (twenty millimetre) nominal size) finished smooth complete including curing and testing inside size 800 × 800mm ( eight hundred into eight hundred) and 1000mm ( one thousand millimetre) deep including C.I. cover and frame (light duty single seal pattern-1(one)) 455mm x 610mm ( four hundred fifty five millimetre into six hundred ten millimetre) internal dimensions total weight of cover and frame to be not less than 38 Kg. ( thirty eight kilogram) (weight of cover 23Kg. (twenty three kilogram) and weight of frame 15Kg.(fifteen kilogram)) with 300mm ( three hundred millimetre) thick walls of square rubble masonry coursed with hard stones of approved quality in cement mortar 1:3 (one cement : three sand) including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing 610x460mm ( six hundred ten in to four hundred sixty millimetre) with bowl depth 200mm (two hundred millimetre) stainless steel kitchen sink of approved standard ISI make with drain board and C.P. waste with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fitting including carriage of material with in all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Providing and fixing grab bar C.P. 40mm (forty millimetre) dia steel pipe at 78 cm (seventy eight centimetre) height with M.S. plate complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.

Jagdish Kumar, Govt. Contr