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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAdmitted-Finance | ₹5.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.5 Cr+₹12.1 L (2.25%)Admitted-Finance | ₹5.5 Cr+₹12.1 L (2.25%) | L2 | Admitted-Finance |
| 3 | L3₹6.8 Cr+₹1.4 Cr (25.5%)Admitted-Finance | ₹6.8 Cr+₹1.4 Cr (25.5%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Suket Construction Co. Pvt. Ltd. L1 | NARAIN DASS NAIK L2 | VIJAY KAPOOR CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner including arrangement of dumping site, trimming, filling of unevenness, blind age and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases with in all leads and lift and as per the direction of the Engineer-in-charge. | 2,673.62 | Per cubic metre | - | - | - |
| 2.00 | Excavation 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, disposal of all excavated earth up to all leads and lifts. Disposed earth to be levelled and neatly dressed within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge. | 925.33 | Per cubic metre | - | - | - |
| 3.00 | Excavation in foundation, trenches, etcetera 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 etcetera 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. | 598.96 | Per cubic metre | - | - | - |
| 4.00 | Excavation in drains and channels etcetera in earth work in all kinds of classification of soil such as pick work, jumper work, blasting work, saturated soil including chiselling 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 etcetera consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth to the disposal point within all leads, lifts and carriage of material complete in all respect as per direction and satisfaction of Engineer-in-Charge. | 15.93 | Per cubic metre | - | - | - |
| 5.00 | 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. | 213.08 | Per cubic metre | - | - | - |
| 6.00Providing 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 : | ||||||
| 6.10 | 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. | 152.56 | Per square metre | - | - | - |
| 6.20 | 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. | 2,978.09 | Per square metre | - | - | - |
| 6.30 | 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. | 843.11 | Per square metre | - | - | - |
| 6.40 | Columns, pillars, posts and struts square, rectangular, 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. | 1,007.64 | Per square metre | - | - | - |
Tender Value
₹4.5 Cr
EMD Value
₹4.9 L
Closing Date
17 Jan 2020, 11:00 amClosed
EE NERCHOWK HPPWD
EE NERCHOWK HPPWD
Construction of Site development, Construction of building portion with water supply and sanitary installation, rain water harvesting system and septic tank.
2019_PWD_33775_1
NERCHOWK-COMBINED OFFICE BUILDING NERCHOWK
Open Tender
Civil Works
Item Rate
731 days
EE NERCHOWK HPPWD
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,000
Yes
EE NERCHOWK HPPWD
₹4.9 L
Yes
3 Feb 2020
2 Jan 2020
17 Jan 2020
2 Jan 2020
17 Jan 2020
2 Jan 2020
Amount
Cutting in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner including arrangement of dumping site, trimming, filling of unevenness, blind age and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases with in all leads and lift and as per the direction of the Engineer-in-charge.
Excavation 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, disposal of all excavated earth up to all leads and lifts. Disposed earth to be levelled and neatly dressed within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
Excavation in foundation, trenches, etcetera 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 etcetera 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 etcetera in earth work in all kinds of classification of soil such as pick work, jumper work, blasting work, saturated soil including chiselling 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 etcetera consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth to the disposal point within all leads, lifts and carriage of material complete in all respect as per direction and satisfaction of Engineer-in-Charge.
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, 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 beam beams 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 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 walls including attached pilasters, buttresses and their caps and bases and string courses etc. upto floor all level 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 mechanically mixed and vibrated cement concrete 1:2:4 ( one cement : two sand : four graded, crushed stone aggregate 20mm (twenty 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 reinforced cement concrete design mix M-20 (Twenty) grade mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work. The mix shall be designed as per requirement of I.S. code and P.W.D. specification. The design mix will be got approved from the Engineer-In-Charge prior to the casting. The theoritical consumption of cement for the item shall be worked out as per approved design mix as per I.S. code up to floor all floor level including carriage of materials within all leads, lifts and other incidentals. 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.
Providing and laying reinforced cement concrete design mix M-20 (Twenty) grade mechanically mixed and vibrated and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work. The mix shall be designed as per requirement of I.S. code and P.W.D. specification. The design mix will be got approved from the Engineer-In-Charge prior to the casting. The theoritical consumption of cement for the item shall be worked out as per approved design mix as per I.S. code up to floor all floor level including carriage of materials within all leads, lifts and other incidentals. Suspended floor, roofs, landing and shelves and their support balconies beams girders, bressumers and cantilevers upto all floor level.
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 cement concrete work. The mix shall be designed as per requirement of I.S. code and P.W.D. specification. The design mix will be got approved from the Engineer-In-Charge prior to the casting. The theoritical consumption of cement for the item shall be worked out as per approved design mix as per I.S. code including carriage of materials within all leads, lifts and other incidentals. In foundation footing, bases of columns and the like mass concrete.
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 cement concrete work. The mix shall be designed as per requirement of I.S. code and P.W.D. specification. The design mix will be got approved from the Engineer-In-Charge prior to the casting. The theoritical consumption of cement for the item shall be worked out as per approved design mix as per I.S. code including carriage of materials within all leads, lifts and other incidentals. 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.
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 cement concrete work. The mix shall be designed as per requirement of I.S. code and P.W.D. specification. The design mix will be got approved from the Engineer-In-Charge prior to the casting. The theoritical consumption of cement for the item shall be worked out as per approved design mix as per I.S. code including carriage of materials within all leads, lifts and other incidentals. In suspended floor, roofs, landing and shelves and their support balconies beams girders, bressumers and cantilevers upto all floor level.
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 cement concrete work. The mix shall be designed as per requirement of I.S. code and P.W.D. specification. The design mix will be got approved from the Engineer-In-Charge prior to the casting. The theoritical consumption of cement for the item shall be worked out as per approved design mix as per I.S. code including carriage of materials within all leads, lifts and other incidentals. In columns, pillars posts and struts upto floor all level.
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 cement concrete work. The mix shall be designed as per requirement of I.S. code and P.W.D. specification. The design mix will be got approved from the Engineer-In-Charge prior to the casting. The theoritical consumption of cement for the item shall be worked out as per approved design mix as per I.S. code including carriage of materials within all leads, lifts and other incidentals. In stair cases (except spiral stair cases) excluding landing but including preparing of the surface and finishing of nosing upto all floor level.
Providing and laying cement concrete Design mix M-25 (Twenty five) grade mechanically mixed and vibrated in reinforced concrete chajjas 10cm. thickness upto floor two level including finishing the exposed surface with cement mortar 1:3 (one cement : three sand) to give smooth and even surface centering/form work and curing complete but excluding cost of reinforcement for reinforced cement concrete work. The mix shall be designed as per requirement of I.S. code and P.W.D. specification. The design mix will be got approved from the Engineer-In-Charge prior to the casting. The theoritical consumption of cement for the item shall be worked out as per approved design mix as per I.S. code.
Providing Tor steel reinforcement for RCC 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.
Second class brick work using common burnt clay building bricks of approved kiln in super structure above plinth level upto floor all 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.
Second class half brick masonry in common burnt clay building bricks of approved kiln in super structure above plinth level upto floor all level in cement mortar 1:4 (one cement : four sand) and curing complete and 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.
Construction of dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. 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 35 mm (Thirty five millimetre) thick flush door shutters core of black board construction with frame of first class hard wood and well matched firtst class Indian teak ply veneering with vertical grains of cross band and face vaneers on one face and commercial ply veneering with vertical grains of cross band on other face of shutters including black enamelled M.S. butt hinges 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 mesh shutter provided with a stainless steel 32 (Thirty two) guage fly mesh of 304 (Three hundred four) grades with 144 (One hundred forty four) holes per square inch etc. complete as per the architectural drawings 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 19mm (Nineteen millimeter) thick water proof termite resistant commercial board box including shelves and shutter,the back side of cup board/ cabinet shall be of 8mm (eight millimeter) thick ply and all the cut portions of the shelves shall be finished with 6mm (six millimeter) hard wood edging. The cut portion of shutters from all the sides shall be finished with 6mm (Six millimetre) thick hard wood edging. The shutter from out side shall be finished with 1mm (One millimetre) thick lamination of approved shade including piano hinges and magnectic catcher with all other accessories etc. as per the architectural drawings No.195/1 to 199/1 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 first class Indian teak wood 625mm X 750mm (Six hundred twenty five X Seven hundre fifty millimetre) rounded hand rail in straight length 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 anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etcetera 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 etcetera 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)
100x10mm (One hundred into ten millimeter)
Providing and fixing mat finish aluminium handles anodized transparent or dyed to required shade and colour with necessary screws etcetera 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)
75mm (Seventy five millimetre)
Providing and fixing Aluminium/ metal frame panelling with 19 mm (Nineteen millimetre) thick water proof prelaminated board including fixing complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
Providing first classKail wood work in frames of false ceiling partitions etc. swan and put-up in position 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 wall panneling 12 mm (Twelve millimetre) pre laminated partical board ( one side) of approved brand on soft wood 4x4 cm (Four X Four centimetre) frame @ 60 cm (Sixty centimetre) center to center on both side fixed with rawl plug and wooden pegs and screwed and showing 8 mm (Eight millimetre) wide and 12 mm (Twelve millimetre) deep grooves of required pattern in elevation and finished teak wood beading out of 25x 12 mm (Twenty five X twelve millimetre) / cornic out of 75 x60 mm (Seventy five X sixty millimetre) different pattern in top, middle and corner joints including polishing and painting groove complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
Provding and fixing grills made of 10mm square M.S. bar welded to at 150 cm centre to centre 6 mm to 12 mm M.S. flat total grill unit should be powder coated and fixed to window frame with screw complete in all respect as per direction and satisfaction of Engineer-in-Charge.
providing and fixing 4mm (Four millimetre) thick Pain float glass shutter and fixed glass portion should be provided with glass complete in all respect as per direction and satisfaction of Engineer-in-Charge.
Providing and fixing 6mm (Six millimetre) thick cement bonded partical board ceiling of approved quality with butt jointing and nails (frame work and cover fillets to be measured and 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 fixing 600mm x600mm (Six hundred X six hundred millimetre) Metal ceiling of MONARD profile 8 mm (Eight millimetre) thick with runner 3600 mm (Three thousand six hundred millimetre) cross tees of size 1200 mm (One thousand two hundred millimetre) and 600 mm (Six hundred millimetre) complete with butter clips and hanger etc as per required pattern complete as per detail drawings 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 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 Kota stone slab 25mm (twenty five millimeter) thick in risers of steps, skirting dado and pillars laid on 12mm (twelve millimeter) (average) thick cement mortar 1:3 (one cement : three sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs 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 7.50 cm (Seven point five zero centimetre) wide and 20 cm (Twenty centimetre) deep white marble band polished to granolithic finsh 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 black cuddapa stone slab 20mm (twenty millimeter) thick 10cm (ten centimeter) wide in flooring on 20mm (twenty millimeter) thick base of cement mortar 1:4 (one cement : four sand) including jointing with grey cement slurry mixed with pigment to match the shade of stone including rubbing and polishing complete 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 20 mm (Twenty millimetre) thick Baroda Green marble work (Table rubbed and polished) in flooring 20mm (Twenty millimetre) thick base in cement mortar 1:3(One cement: Three sand) including jointing with cement mortar 1:2 (One white cement: Two marble dust) with an admixure of pigment to match the shade of the marble complete 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 including curing, carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.
Precast terrazzo tiles hydraulic compressed 20 mm (Twenty millimetre) thick with marble chips of specified sizes laid in floors, treads of steps and landings on a bed of 25 mm (Twenty five millimetre) average thickness of cement mortar 1:6 (One cement : Six sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) incliding rubbing and polishing complete with tiles of grey shade complete 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.
Precast terrazzo tiles hydraulic compressed 20 mm (Twenty millimetre) thick with marble chips of specified sizes laid in skirting and risers of steps up to any height on 10 mm (Ten millimetre) thick cement plaster 1:3 (One cement :Three sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) incliding rubbing and polishing complete with tiles of grey shade complete 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 8 mm (Eight millimetre) thick laminate wooden flooring laid over HDF/910 (Nine hundred ten) kilogramme per cubic metre 800x400x8mm (Eight hundred X four hundred X eight millimetre) including fixing plank in position complete 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 white glazed tiles 6 mm (Six millimetre) thick in skirting risers of steps and dado 12 mm thick cement mortar 1:3 (1 cement :3 sand) and jointed with cement slurry complete 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 25mm (Twenty five millimetre) thick cubble stone slab flooring laid over 20mm (twenty millimeter) thick base of cement mortar 1:4 (one cement : four sand) including jointing with grey cement slurry mixed with pigment to match the shade of stone including rubbing and polishing complete 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 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 flashing 38cm (thirty eight centimetre) overall with 0.60mm (zero point six zero millimetre) thick prepainted sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 (twenty) microns over 5 (five) mircorns primer coating plus back coat of polyster of 5 (five) microsn over 5 (five) microns primer coating including fixing with screws prepainted iron J or L hooks, bolts and nuts 6mm (six millimetre) diametre & prepainted GI limpet & bitumen washers complete with all accessories as required as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental charges.
Providing and fixing 0.60mm (zero point six zero millimetre) thick prepainted steel sheet eaves board/ fascia profits/ 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 sheet be measured and paid for separately) complete with all accessories as required as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental charges.
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 plain bend 100mm (one hundred millimetre) diametre (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.
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.
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 gratings framed guard bars,ladders,railling,brackets and similar work 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 100mm (one hundred millimetre) diametre GI pipes 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 Door frames fabricated from sections roll formed out of 1.2 mm (One point two millimetre) thick galvanised steel (Base steel as per IS 513) with zink of 120 (One hundred twenty) gramme per square metre. The overall size of section should be 80x50mm (Eighty X Fifty millimetre) & 105x60mm (One hundred five X sixty millimetre) with rebate of 37mm (Thirty seven millimetre) for shutter, The frame section should be cut to length and metre joined with corner brackets made of CRCA electroplated. The frame shoud be provided with (a) 3 Nos.(Three number) of M.S. powder coated 4" (Four inch) butt hinges of 2mm (Two millimetre) thickness welded to the frame(b) 6 Nos. of 1.2mm thick CRCA electroplated stiffners should be welded to frame (c) 6 Nos (Six number) of 8" (Eight inch) M.S. hold fasts with split end tails welde to stiffener plates (d) 1 No. (One number) aldrop receiver (e) each frame should be provided with 25x50mm (Twenty five X fifty millimetre) tie rod at bottom. All welded places should be treated with protective coat of zink rich primer. The entire frame should be provided with a coat of each primer 105x60mm (One hundred five X sixty millimetre), Single rebate Door Frame. etc. complete as per the architectural drawings and directions of Engineer-in-Charge including carriage of materials within all leads and lifts complete in all respect.
Providing and fixing windows Eco 5000 series windows fabricated from roll formed sections made of Galvanised Stell colour coated /powder coated (base steel as per IS513) "D" quality, galvanised as per IS 277 with Zink of 120 (One hundred twenty) gramme per square metre with total coated thickness of 0.60mm (Zero point six zero millimetre), Paint Specification:- Coated sections should be with primer coat of Epoxy primer od 5-7 (Five-seven) micron thick, finish painted with polyster paint of 12-16 (Twelve- sixteen) microns thick and back coated with Alkyd backer of 5-7 (Five-seven) microns, or Powder coated with pure polyster powder upto 50-60 (Fifty- sixty) microns thick. Dimensions of Sections:- Sections for frame should be 98mm x 50mm (Ninety eight X fifty millimetre) sections for mullion should be 46x70mm (Forty six X seventy millimetre)sections for shutter frame should be of 46mmx46mm Forty six X forty six millimetre) section for fixed glassbead should be of 18mmx25mm (Eighteen X twenty five) and section for fly mesh shutter frame should be of 20mmx40mm (Twenty X forty millimetre). Fixing Details:- Frame and mesh shutter sections should be cut to length and mitre jointed with corner bracket made of Polyepropylene. Glass shutter should be mitre jointed with corner bracket made CRCA electroplated. Mullion section should be joined with frame/mullion using Nylon mullion Cap Ethy Propylene Diamine Monomer(EPDM) gasket should be used all around glass in shutter between frame and glazed shutter and both sides of fixed glass. Rubber gasket should be used around fly mesh to fix mesh in mesh shutter. Accessories:- Each glazed shutter should be provide with MS powder coated friction hinges-I set, high grade aluminium powder coated handle-1 No. each mesh shutter should be provided with S,S pivot hinges-1 set, Seccolor make handle shall be provided per shutter. Window frame should be fixed to brick/ concrete masonry by using nylon self expending caps and driving MS electroplated 80mm Eighty millimetre) long screws into the caps through frames etc. complete as per the architectural drawings and directions of Engineer-in-Charge including carriage of materials within all leads and lifts complete in all respect.
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 pink priming 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 surface under coat with enamel paint other than white and finishing coating with flat oil paint,brushing to give an even shade including cleaning of all dirt,dust and other foreign matter,sand papering and stopping complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
Polishing two 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 complete 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 surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to 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 one coat of AcrylicWashable emulsion Spectrum quartz king or equivalent finish for interior painting with brushes plain smooth finish composed of acrylic polymere in emulsion inorganic/special pigment siliceous aggregate anti fungicides anti-rusting & foaming in two coat i/c necessary putty to give smooth even surface, sand papered smooth complete 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) complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
15mm (Fifteen millimeter) cement plaster in single coat on 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 millimeter) in girth and finished even and smooth in cement mortar 1:3 (one cement : three sand) complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
Distempering with dry distemper of approved brand and manufacture(Two coats)and of required shade on undecorated wall/ ceilingand/ or slopping roof surface to given an even shade over and including primer coat of whiting after thoroughly brushing the surface free from mortar droppings and other foreign matter including preparing the surface even and sand papered smooth 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 12mm (Twelve millimetre) thick Glass Reinforced Concrete Cladding of approved shape and texture of unistone or its equivalent made from portland cement alkally resistance glass fibres, UV resistant synthetic inorganic pigment combined with the range of chemical additives on exterior surface side as on faces of Arch masonry walls etc. 12 mm (Twelve millimetre) thick cement plaster 1:3 (One cement : Three sand) and jointed with cement slurry complete including scaffolding, carriage of material within all leads, lifts and other incidental charges complete in all respect as per direction and satisfaction of Engineer-in-Charge.
Stone soling properly hand packed filling interstices with Kharanja stone and consolidating with power road rollar to the requested gradient and comber including spreading watering and rolling of binding material moorum or earth etc. complete as per HPPWD. specification.100mm (One hundred millimetre) spread thickness complete 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 weep holes in block masonry/ stone masonry/ plain reinforced concrete abutments wing wall, return wall with 100mm PVC pipe extending through the full width of the structure with slope of (V) : 20 (H) towards drawing face complete as per drawing and technical specifications 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 80mm (eighty millimetre) thick heavy duty precast cement concrete inter locking paver blocks vibro compacted upto M-50 (fifty) grade including border of kurb block grey of coloured over sub-base of concrete with 25mm (twenty five millimetre) thick average thickness of cement mortar 1:4 (one cement : four sand) lain over and jointed with neat cement slurry mixed with pigment to match the shade of block including curing rubbing & polishing complete (sub base concrete floor to be paid for separately) 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.
Supplying and stacking at site stone aggregate 40mm (Forty millimetre) nominal size 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 plinth protection 50mm (fifty millimeter) thick in cement concrete 1:3:6 (one cement : three sand : six graded/crushed 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.
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 and fixing polythelene aluminium polythine (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 etcetera but excluding the cost of fittings (internal work) pipes exposed on wall 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.
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 etcetera 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.
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
Couplers 1216 (one thousand two hundred sixteen)
Couplers 1620 (one thousand six hundred twenty)
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 and including carriage of material with in all leads and lifts as per direction and satisfaction of Engineer-in-Charge.
2000 (Two thousand) litres net capacity tank
1000 (one thousand) litres net capacity tank
Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipe ISI marked including jointing with approved adhesive etcetera including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
150mm (one hundred fifty millimetre) diametre.
110mm (one hundred ten millimetre) diametre.
75mm (Seventy five millimetre) diametre.
Providing and fixing PVC double equal branch with ovel access door, ISI marked insertion rubber washer 3mm (three millimetre) thick bolts and nuts complete including fixing with approved adhesive etcetera complete in all respect including carriage of materials within all leads and lifts as per direction and satisfaction of Engineer-in-Charge.
110mm (one hundred ten millimetre) diametre.
75mm (Seventy five millimetre) diametre.
Providing and fixing PVC door bend with ovel access door, insertion rubber washer 3mm (three millimetre) thick bolts and nuts ISI marked complete including fixing with approved adhesive etcetera complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
110mm (one hundred ten millimetre) diametre.
75mm (Seventy five millimetre) diametre.
Providing and fixing PVC collars ISI marked including fixing with approved adhesive etcetera including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
110mm (one hundred ten millimetre) diametre.
75mm (Seventy five millimetre) diametre.
Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etcetera complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
110mm (one hundred ten millimetre) diametre.
75mm (Seventy five millimetre) diametre.
Providing and fixing PVC clamps ISI marked of approved design with steel screws and rawl plugs etcetera complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
110mm (one hundred ten millimetre) diametre.
75mm (Seventy five millimetre) diametre.
Providing and fixing PVC floor trap ISI marked of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etcetera complete in all respect as per direction and satisfaction of Engineer-in-Charge.
110mm x 90mm (one hundred ten into ninety) millimetre
110mm x 75mm (one hundred ten into seventy five) millimetre
Providing and fixing 110mm (one hundred ten millimetre) diametre PVC single equal branch with ovel access door, ISI marked insertion rubber washer 3mm (three millimetre) thick bolts and nuts complete including fixing with approved adhesive etcetera 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 cowl 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 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 anglo Indian Universal closet CERA MAKE of approved shade Vitreous China wash down water closet (European type W.C. pan) with integral “P” or “S” trap including jointing the trap with soil pipe in cement mortar 1:1 (one cement :one sand) (seat and cover 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 Vitreous China 100mm (One hundred 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) 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 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 (fifteen millimetre) 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 G.I. inlet connection for flush pipe of approved specification/make with W.C. pan 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) diametre MI union of approved specification/make 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) diametre C.P. Bottle trap of approved specification/make 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) diametre C.P.brass waste of approved specification/make 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) chromium plated grating of superior quality 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 Vitreous China 5 litre (five liters) capacity automatic flushing cistern of approved specification/make with a pair of C.I. or M.S. brackets complete with fittings including C.I. syphonic apparatus, mosquito proof lid, and C.P. brass unions and coupling for connection with inlet, out let and over flow pipe including cutting holes and making good the same (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 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 PTMT urinal waste coupling of approved quality and colour 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) nominal bore C.P. brass flush pipe / spreaders for urinal with fitting such as unions, clamps etcetera (all in C.P. Brass) including cutting holes and making good the same 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) PTMT urinal cock of approved quality and colour 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 white vitreous China flat back or wall corner type lipped front urinal basin of 430mmx260mmx250mm (four hundred thirty millimetre into two hundred sixty millimetre into two hundred fifty millimetre) and 340mmx430mmx265mm (three hundred forty millimetre into four hundred thirty millimetre into two hundred sixty five millimetre) sizes, respectively with automatic flushing cistern with fittings R.S. or C.I. brackets standard size galvanised steel flush pipe and spreaders galvanised steel flush pipe and spreadrs with brass unions and G.I. clamps complete, including painting of cistern and fittings, cutting and making good the walls, floors where required. Range of two urinal basin with 10 (Ten) litres C.I. automatic flushing cistern 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 high quality duel hanging bath room mirror size 600mm x 450mm (six hundred millimetre into four hundred fifty millimetre) of 4mm (four millimetre) thick glass of approved quality and colour with steel screws and rawl plugs etcetera 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 toilet rail of approved quality and colour 600mm (six hundred millimetre) long with steel screws and rawl plugs etcetera 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 toilet paper holder of approved quality and colour with steel screws and rawl plugs etcetera 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 soap dish with holder of approved quality and colour with steel screws and rawl plugs etcetera 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 jet spray of approved quality and colour with one metre tube etcetera 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) PTMT bib cock of approved quality and colour standard size 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) PTMT pillar cock fancy of approved quality and colour standard size 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) PTMT stop cock fancy of approved quality and colour with male / female thread 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) PTMT angle cock of approved quality and colour with flange 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 ball valve of approved quality and colour 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 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.
Constructing man hole with RCC 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, crushed stone aggregate 40mm (forty millimetre) nominal size) in side 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 (one cement : two sand : four graded, crushed stone aggregate 20mm (twenty millimetre) nominal size) finished smooth complete including curing and testing inside size 800x800mm (eight hundred into eight hundred millimetre) and 500mm(Five hundred millimetre) deep including CI cover with frame (light duty single seal pattern-I) 455x610mm (four hundred fifty five into six hundred ten millimetre) internal dimension total weight of cover and frame to be not less than 38Kg. (Thirty eight kilograme) (weight of cover 23Kg. (twenty three kilograme) and weight of frame 15Kg. (fifteen Kilogramme) with 200mm (Two hundred millimetre) thick walls of brick masonry using common burnt clay building bricks in cement mortar 1:3 (one cement : three sand) as per HP.PWD. specification and complete in all respect including carriage of materials within all leads and lifts and other incidentals as per direction and satisfaction of Engineer-in-Charge.
Providing and fixing plastic seat (solid type) and cover of approved specification/make for wash down water closet with C.P. brass hinges and rubber buffers solid type white plastic seat and cover 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 630x450mm (six hundred thirty into four hundred fifty millimeter) vitreous china wash basin of approved specification/make with single hole for pillar tap with CI or MS brackets painted white including cutting holes and making good the same but excluding fittings 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 padestal of approved specification/make for wash basin complete recessed at the back for the reception of pipe and fitting 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 600mm x 450mm X 250mm (six hundred into four hundred fifty into two hundred fifty millimeter) vitreous china kitchen sink with C.I. or M.S. brackets, painted white including cutting holes in walls and making good the same but excluding fitting complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge.
Supplying and fixing cast iron cover without frame for man holes for frame of internal dimension 455mm X 610mm (Four hundred fifty five X Six hundred ten millimetre) rectangular C.I. cover (Light duty single seal pattern-1) the weight of cover to be not less than 23Kg (Twenty three kilogram) complete including carriage of materials within all leads and lifts complete in all respect as per direction and satisfaction 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.
Supplying and fixing cast iron cover without frame for man holes for frame of 500mm (Five hundred millimetre) internal diametre C.I. cover (Medium duty) the weight of cover to be not less than 58 kg (Fifty eight 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..
NARAIN DASS NAIK
VIJAY KAPOOR CONSTRUCTIONS
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