| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1719224659000 | 0 | None | None | Buildings | SUB ESTIMATE FOR GROUND FLOOR | 15208446.62 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3336287 | 117096 | None | Vol-1page no 8 item no 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground for all works other than foundation in all kinds of soils & upto depth
not exceeding 300mm as per drawing and technical specifications, including
setting out, shoring, strutting, barricading, caution lights, removal of stumps
and other deleterious matter including dressing of excavated surfaces, disposing
off or levelling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools,
usage of machinery & other appurtenances required to complete the work. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 117.71 | 117.71 | 280.8 | False | None | None | False | None | False | 33052.968 | 0 | | 3336288 | 117096 | None | vol-1 page no 8 item no 1.14.1 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the workNote: Cost of De-watering upto 5 % of (A+B) may be added, where required as
sessment for dewatering shall be made as per site condition ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 126.38 | 126.38 | 388.85 | False | None | None | False | None | False | 49142.863 | 0 | | 3336289 | 117096 | None | vol-1 page no 8 item no 1.15.1 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the workCost of De-watering upto 5 % of (A+B) may be added, where required
assessment for dewatering shall be made as per site condition. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 449.76 | 449.76 | 267.87 | False | None | None | False | None | False | 120477.2112 | 0 | | 3336290 | 117096 | None | Vol-2 page no 5 item no 4.1 | 4.0 ANTI-TERMITE TREATMENT
4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 146.2 | 146.2 | 462.0 | False | None | None | False | None | False | 67544.4 | 0 | | 3336291 | 117096 | None | Vol-1 page no 15 item no 2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)
2.1.3 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 7420.37 | 7420.37 | 115.37 | False | None | None | False | None | False | 856088.0869 | 0 | | 3336292 | 117096 | None | Vol-1 page no 15 item no 2.2.3 | 2.2 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
2.2.2.1 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 7850.3 | 7850.3 | 120.07 | False | None | None | False | None | False | 942585.521 | 0 | | 3336293 | 117096 | None | Vol-1 page no 111 item no sl no 1a | Addendum I-Additionalities for formwork, Centering & Scaffolding " For Foundation upto Plinth (a) Isolated " at 8% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 628.02 | 628.02 | 120.07 | False | None | None | False | None | False | 75406.3614 | 0 | | 3336294 | 117096 | None | Vol-1 page no 16 item no 2.4.3 | 2.4 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)
2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 7850.3 | 7850.3 | 40.24 | False | None | None | False | None | False | 315896.072 | 0 | | 3336295 | 117096 | None | Vol-1 page no 111 item no sl no 9 | Addendum II-Additionalities for formwork, Centering & Scaffolding " For Columns " at 70% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 5495.21 | 5495.21 | 10.75 | False | None | None | False | None | False | 59073.5075 | 0 | | 3336296 | 117096 | None | Vol-1 page no 111 item no sl no 2 | Addendum I -Additionalities for formwork, Centering & Scaffolding " For Plinth Beams of Buildings " at 50% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 3925.15 | 3925.15 | 26.74 | False | None | None | False | None | False | 104958.511 | 0 | | 3336297 | 117096 | None | Vol-1 page no 112 item no sl no 15 | Addendum I-Additionalities for formwork, Centering & Scaffolding " For Roof slab of Buildings " at 50% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 3925.15 | 3925.15 | 2.745 | False | None | None | False | None | False | 10774.53675 | 0 | | 3336298 | 117096 | None | Vol-1 page no 16 item no 2.5.2 | 2.5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)
2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 8478.48 | 8478.48 | 155.41 | False | None | None | False | None | False | 1317640.5768 | 0 | | 3336299 | 117096 | None | Vol-1 page no 111 item no sl no 9 | Addendum I-Additionalities for formwork, Centering & Scaffolding " For Columns " at 70% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 5934.93 | 5934.93 | 26.64 | False | None | None | False | None | False | 158106.5352 | 0 | | 3336300 | 117096 | None | Vol-1 page no 112 item no sl no 14 | Addendum II-Additionalities for formwork, Centering & Scaffolding " For Beams & lintels of Buildings " at 60% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 5087.09 | 5087.09 | 48.08 | False | None | None | False | None | False | 244587.2872 | 0 | | 3336301 | 117096 | None | Vol-1 page no 112 item no sl no 19 | Addendum I-Additionalities for formwork, Centering & Scaffolding " For Chejjas, Canopy & Other Architectural projections of minor sections " at 45% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 3815.31 | 3815.31 | 12.52 | False | None | None | False | None | False | 47767.6812 | 0 | | 3336302 | 117096 | None | Vol-1 page no 112 item no sl no 15 | Addendum I-Additionalities for formwork, Centering & Scaffolding " For Roof slab of Buildings " at 50% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 4239.24 | 4239.24 | 68.17 | False | None | None | False | None | False | 288988.9908 | 0 | | 3336303 | 117096 | None | Vol-2 page no 9 item no 5.1.1 | 5.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level with: 5.1.1 Cement mortar 1:6 (1 cement: 6 coarse sand) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6952.03 | 6952.03 | 62.75 | False | None | None | False | None | False | 436239.8825 | 0 | | 3336304 | 117096 | None | Vol-1 page no 7 item no 1.9 | 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 329.57 | 329.57 | 651.38 | False | None | None | False | None | False | 214675.3066 | 0 | | 3336305 | 117096 | None | Vol-2 page no 17 item no 6.31 | 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified
adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 9884.74 | 9884.74 | 133.48 | False | None | None | False | None | False | 1319415.0952 | 0 | | 3336306 | 117096 | None | Vol-2 page no 16 item no 6.26 | 6.26 Providing and laying Autoclaved Aerated Cement blocks masonry with 100 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level in cement mortar 1:4 (1 cement
: 4 coarse sand ) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 10602.12 | 10602.12 | 8.49 | False | None | None | False | None | False | 90011.9988 | 0 | | 3336307 | 117096 | None | Vol-1 page no 18 item no 2.11.a | 2.11 a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and
technical specification. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Tonne | 110837.22 | 110837.22 | 30.32 | False | None | None | False | None | False | 3360584.5104 | 0 | | 3336308 | 117096 | None | Vol-2 page no 100 item no 12.13.1 | 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 122431.79 | 122431.79 | 0.87 | False | None | None | False | None | False | 106515.6573 | 0 | | 3336309 | 117096 | None | Vol-2 page no 100 item no 12.15 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 8545.38 | 8545.38 | 5.0 | False | None | None | False | None | False | 42726.9 | 0 | | 3336310 | 117096 | None | Vol-2 page no 105 item no 12.57.6 | 12.57 Providing and fixing flush door shutter made out of solid core block board type, well seasoned ,chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.
12.57.6 -do- 35 mm thick both side commercial ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 4115.96 | 4115.96 | 40.75 | False | None | None | False | None | False | 167725.37 | 0 | | 3336311 | 117096 | None | Vol-2 page no 104 item no 12.51 | 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 1258.82 | 1258.82 | 17.0 | False | None | None | False | None | False | 21399.94 | 0 | | 3336312 | 117096 | None | Vol-2 page no 108 item no 12.83.2 | Providing and fixing factory made uPVC door frame made of uPVC extruded
sections having an overall dimension as below (tolerance 1mm), with wall
thickness 2.0 mm 0.2 mm), corners of the door frame to be Jointed with
galvanized brackets and stainless steel screws, joints mitred and Plastic
welded. The hinge side vertical of the frames reinforced by galvanized M.S.
tube of size 19 X 19 mm and 1mm 0.1 mm) wall thickness and 3 nos.
stainless steel hinges fixed to the frame complete as per manufacturer’s
specification and direction of Engineer- in-charge 42x50 mm PVC Extruded section ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 296.12 | 296.12 | 35.7 | False | None | None | False | None | False | 10571.484 | 0 | | 3336313 | 117096 | None | Vol-2 page no 111 item no 12.92 | 12.92 Providing& fixing of Openable door made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 102mm and GI reinforcement of 2mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 6mm plain float glass, Standard hardware with 2D/3D hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 900mm x 2400mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 7737.56 | 7737.56 | 13.23 | False | None | None | False | None | False | 102367.9188 | 0 | | 3336314 | 117096 | None | Vol-2 page no 110 item no 12.90 | 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 8343.43 | 8343.43 | 74.2 | False | None | None | False | None | False | 619082.506 | 0 | | 3336315 | 117096 | None | Vol-2 page no 109 item no 12.85 | 12.85 Providing & fixing of louvered ventilator made out of multi chamberedUPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 7085.84 | 7085.84 | 16.8 | False | None | None | False | None | False | 119042.112 | 0 | | 3336316 | 117096 | None | Vol-2 page no 86 item no 11.34B | 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Kg | 226.74 | 226.74 | 1638.0 | False | None | None | False | None | False | 371400.12 | 0 | | 3336317 | 117096 | None | Vol-2 page no 41 item no 8.1.1 | 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 315.95 | 315.95 | 681.75 | False | None | None | False | None | False | 215398.9125 | 0 | | 3336318 | 117096 | None | Vol-2 page no 50 item no 8.51 | 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 123.9 | 123.9 | 1632.65 | False | None | None | False | None | False | 202285.335 | 0 | | 3336319 | 117096 | None | Vol-2 page no 42 item no 8.8 | 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 459.67 | 459.67 | 304.17 | False | None | None | False | None | False | 139817.8239 | 0 | | 3336320 | 117096 | None | Vol-2 page no 60 item no 9.12.2 | 9.12 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.
9.12.2 Size of Tile 600x600 mm ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 1418.66 | 1418.66 | 302.6 | False | None | None | False | None | False | 429286.516 | 0 | | 3336321 | 117096 | None | Vol-2 page no 63 item no 9.23 | 9.23 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 3055.37 | 3055.37 | 198.94 | False | None | None | False | None | False | 607835.3078 | 0 | | 3336322 | 117096 | None | Vol-2 page no 60 item no 9.11 | 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 1101.47 | 1101.47 | 34.5 | False | None | None | False | None | False | 38000.715 | 0 | | 3336323 | 117096 | None | Vol-2 page no 65 item no 9.38 | 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 1724.69 | 1724.69 | 125.58 | False | None | None | False | None | False | 216586.5702 | 0 | | 3336324 | 117096 | None | Vol-2 page no 46 item no 8.33.2 | 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 170.98 | 170.98 | 5.0 | False | None | None | False | None | False | 854.9 | 0 | | 3336325 | 117096 | None | Vol-2 page no 47 item no 8.33.3 | 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 172.22 | 172.22 | 91.0 | False | None | None | False | None | False | 15672.02 | 0 | | 3336326 | 117096 | None | Vol-2 page no 47 item no 8.35.2 | 8.35.2 Painting with silicon & acrylic emulsion-based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: Two coats with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 245.32 | 245.32 | 1632.76 | False | None | None | False | None | False | 400548.6832 | 0 | | 3336327 | 117096 | None | Vol-2 page no 46 item no 8.30 | 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 215.59 | 215.59 | 501.74 | False | None | None | False | None | False | 108170.1266 | 0 | | 3336328 | 117096 | None | Vol-2 page no 85 item no 11.28 | 11.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless-steel nuts and bolts complete, i/c fixing the railing with necessary accessories &stainless-steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of
the Engineer-in-Charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Kg | 700.04 | 700.04 | 640.98 | False | None | None | False | None | False | 448711.6392 | 0 | | 3336329 | 117096 | None | Vol-2 page no 59 item no 9.6.1 | Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse
sand) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 1572.29 | 1572.29 | 34.27 | False | None | None | False | None | False | 53882.3783 | 0 | | 3336330 | 117096 | None | Vol-2 page no 105 item no 12.59 | 12.59 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 1353.96 | 1353.96 | 4.0 | False | None | None | False | None | False | 5415.84 | 0 | | 3336331 | 117096 | None | Vol-2 page no 106 item no 12.69.2 | 12.69 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.
12.69.2 125mm ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 295.34 | 295.34 | 100.0 | False | None | None | False | None | False | 29534.0 | 0 | | 3336332 | 117096 | None | Vol-2 page no 105 item no 12.58 | 12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 145.85 | 145.85 | 19.0 | False | None | None | False | None | False | 2771.15 | 0 | | 3336333 | 117096 | None | Vol-2 page no 105 item no 12.61 | 12.61 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 1203.25 | 1203.25 | 50.0 | False | None | None | False | None | False | 60162.5 | 0 | | 3336334 | 117096 | None | Vol-2 page no 105 item no 12.63 | 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 158.0 | 158.0 | 50.0 | False | None | None | False | None | False | 7900.0 | 0 | | 3336335 | 117096 | None | Vol-2 page no 107 item no 12.73.1 | 12.73 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
12.73.1 125mm ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Each | 53.48 | 53.48 | 50.0 | False | None | None | False | None | False | 2674.0 | 0 | | 3336336 | 117096 | None | Vol-2 page no 121 item no 13.31.3 | 13.31 Providing and fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamp at 1 00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-charge. Internal work -Exposed on wall 25mm nominal OD Pipe ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 394.0 | 394.0 | 600.0 | False | None | None | False | None | False | 236400.0 | 0 | | 3336337 | 117096 | None | Vol-5 page no 113 item no 10.1.7 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 394 ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 509.23 | 509.23 | 400.0 | False | None | None | False | None | False | 203692.0 | 0 | | 3336338 | 117096 | None | Vol-2 page no 131 item no 14.2.1 | 14.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 14.2.1 W.C. pan with ISI marked white solid plastic seat and lid ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Each | 5994.28 | 5994.28 | 6.0 | False | None | None | False | None | False | 35965.68 | 0 | | 3336339 | 117096 | None | Vol-2 page no 135 item no 14.25.1 | Providing and fixing white vitreous china wash basin including making all connections but including the cost of fittings :Flat back wash basin of size 630x450 mm ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Each | 1221.65 | 1221.65 | 9.0 | False | None | None | False | None | False | 10994.85 | 0 | | 3336340 | 117096 | None | Vol-2 page no 120 item no 13.17.4 | 13.17 Providing and fixing PTMT bib cock of approved quality and colour
13.17.4 15 mm nominal bore, 90 mm long, ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 299.84 | 299.84 | 50.0 | False | None | None | False | None | False | 14992.0 | 0 | | 3336341 | 117096 | None | Vol-2 page no 120 item no 13.18.1 | 13.18 Providing and fixing PTMT stop cock of approved quality and colour 13.18.1 15 mm nominal bore, 86 mm long, weighing not less than 88 g ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 162.31 | 162.31 | 50.0 | False | None | None | False | None | False | 8115.5 | 0 | | 3336342 | 117096 | None | Vol-5 page no 221 item no 18.3 | Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Each | 2430.92 | 2430.92 | 4.0 | False | None | None | False | None | False | 9723.68 | 0 | | 3336343 | 117096 | None | Vol-2 page no 125 item no 13.48 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring
conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter etc. complete as directed by the engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 360.55 | 360.55 | 81.0 | False | None | None | False | None | False | 29204.55 | 0 |
| | 1719224659000 | 0 | None | None | Buildings | SUB ESTIMATE FOR FIRST FLOOR | 1908799.73 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3336344 | 117097 | None | Vol-1 page no 16 item no 2.5.2 | 2.5 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)
2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 8563.26 | 8563.26 | 10.3 | False | None | None | False | None | False | 88201.578 | 0 | | 3336345 | 117097 | None | Vol-1 page no 111 item no sl no 9 | Addendum I-Additionalities for formwork, Centering & Scaffolding " For Columns " at 70% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 5994.28 | 5994.28 | 9.4 | False | None | None | False | None | False | 56346.232 | 0 | | 3336346 | 117097 | None | Vol-1 page no 112 item no sl no 14 | Addendum II-Additionalities for formwork, Centering & Scaffolding " For Beams & lintels of Buildings " at 60% ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 5137.96 | 5137.96 | 0.89 | False | None | None | False | None | False | 4572.7844 | 0 | | 3336347 | 117097 | None | Vol-2 page no 17 item no 6.31 | 6.31 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks as per IS 2185 (Part III) in super structure above plinth level up to floor I level with RCC band at sill level and lintel level with approved block laying polymer modified
adhesive mortar including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 9983.59 | 9983.59 | 43.1 | False | None | None | False | None | False | 430292.729 | 0 | | 3336348 | 117097 | None | Vol-2 page no 86 item no 11.34B | 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Kg | 229.0 | 229.0 | 54.0 | False | None | None | False | None | False | 12366.0 | 0 | | 3336349 | 117097 | None | Vol-1 page no 18 item no 2.11.A | 2.11 a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and
technical specification. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Tonne | 111945.6 | 111945.6 | 1.3 | False | None | None | False | None | False | 145529.28 | 0 | | 3336350 | 117097 | None | Vol-2 page no 100 item no 12.13.1 | 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 123656.1 | 123656.1 | 0.06 | False | None | None | False | None | False | 7419.366 | 0 | | 3336351 | 117097 | None | Vol-2 page no 105 item no 12.57.6 | 12.57 Providing and fixing flush door shutter made out of solid core block board type, well seasoned ,chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification.
12.57.6 -do- 35 mm thick both side commercial ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 4157.12 | 4157.12 | 2.25 | False | None | None | False | None | False | 9353.52 | 0 | | 3336352 | 117097 | None | Vol-2 page no 104 item no 12.51 | 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 1271.41 | 1271.41 | 1.0 | False | None | None | False | None | False | 1271.41 | 0 | | 3336353 | 117097 | None | Vol-2 page no 110 item no 12.90 | 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 8426.86 | 8426.86 | 3.0 | False | None | None | False | None | False | 25280.58 | 0 | | 3336354 | 117097 | None | Vol-2 page no 42 item no 8.8 | 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 464.27 | 464.27 | 308.03 | False | None | None | False | None | False | 143009.0881 | 0 | | 3336355 | 117097 | None | Vol-2 page no 41 item no 8.1.1 | 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 319.1 | 319.1 | 66.71 | False | None | None | False | None | False | 21287.161 | 0 | | 3336356 | 117097 | None | Vol-2 page no 50 item no 8.51 | 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 125.14 | 125.14 | 74.8 | False | None | None | False | None | False | 9360.472 | 0 | | 3336357 | 117097 | None | Vol-2 page no 46 item no 8.33.2 | 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 172.69 | 172.69 | 2.25 | False | None | None | False | None | False | 388.5525 | 0 | | 3336358 | 117097 | None | Vol-2 page no 47 item no 8.33.3 | 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 173.94 | 173.94 | 3.0 | False | None | None | False | None | False | 521.82 | 0 | | 3336359 | 117097 | None | Vol-2 page no 47 item no 8.35.2 | 8.35.2 Painting with silicon & acrylic emulsion-based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: Two coats with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 247.78 | 247.78 | 74.8 | False | None | None | False | None | False | 18533.944 | 0 | | 3336360 | 117097 | None | Vol-2 page no 46 item no 8.30 | 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 217.74 | 217.74 | 332.86 | False | None | None | False | None | False | 72476.9364 | 0 | | 3336361 | 117097 | None | Vol-2 page no 149 item no 15.1 | 15.1Polyurethane based Single Component for New Surface
Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2
to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy
primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 1022.39 | 1022.39 | 461.68 | False | None | None | False | None | False | 472017.0152 | 0 | | 3336362 | 117097 | None | Vol-2 page no 121 item no 13.31.3 | 13.31 Providing and fixing Chorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamp at 1 00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-charge. Internal work -Exposed on wall 25mm nominal OD Pipe ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 397.94 | 397.94 | 200.0 | False | None | None | False | None | False | 79588.0 | 0 | | 3336363 | 117097 | None | Vol-5 page no 113 item no 10.1.7 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 m 394 ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 514.32 | 514.32 | 150.0 | False | None | None | False | None | False | 77148.0 | 0 | | 3336364 | 117097 | None | Vol-2 page no 120 item no 13.17.4 | 13.17 Providing and fixing PTMT bib cock of approved quality and colour
13.17.4 15 mm nominal bore, 90 mm long, ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 302.84 | 302.84 | 4.0 | False | None | None | False | None | False | 1211.36 | 0 | | 3336365 | 117097 | None | Vol-2 page no 120 item no 13.18.1 | 13.18 Providing and fixing PTMT stop cock of approved quality and colour 13.18.1 15 mm nominal bore, 86 mm long, weighing not less than 88 g ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 163.93 | 163.93 | 16.0 | False | None | None | False | None | False | 2622.88 | 0 | | 3336366 | 117097 | None | Vol-2 page no 125 item no 13.48 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring
conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter etc. complete as directed by the engineer-in-charge. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 364.15 | 364.15 | 80.0 | False | None | None | False | None | False | 29132.0 | 0 | | 3336367 | 117097 | None | Vol-2 page no 123 item no 13.34 | 13.34 Providing and placing on terrace(at all floor levels), polyethylene water storage tanks as per IS:12701 marked, withcover and suitable locking arrangements, making necessary holes of suitable diameter for inlet, outlet and overflow pipes, but without fittings and the base support for tank. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Ltr | 11.26 | 11.26 | 4000.0 | False | None | None | False | None | False | 45040.0 | 0 | | 3336368 | 117097 | None | Vol-2 page no 106 item no 12.69.2 | 12.69 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.
12.69.2 125mm ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 298.35 | 298.35 | 4.0 | False | None | None | False | None | False | 1193.4 | 0 | | 3336369 | 117097 | None | Vol-2 page no 105 item no 12.58 | 12.58 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 147.33 | 147.33 | 1.0 | False | None | None | False | None | False | 147.33 | 0 | | 3336370 | 117097 | None | Vol-2 page no 105 item no 12.65 | 12.65 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 72.44 | 72.44 | 1.0 | False | None | None | False | None | False | 72.44 | 0 | | 3336371 | 117097 | None | Vol-2 page no 105 item no 12.61 | 12.61 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 1215.51 | 1215.51 | 2.0 | False | None | None | False | None | False | 2431.02 | 0 | | 3336372 | 117097 | None | Vol-2 page no 105 item no 12.63 | 12.63 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 159.61 | 159.61 | 2.0 | False | None | None | False | None | False | 319.22 | 0 | | 3336373 | 117097 | None | Vol-2 page no 107 item no 12.73.1 | 12.73 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
12.73.1 125mm ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Each | 54.02 | 54.02 | 2.0 | False | None | None | False | None | False | 108.04 | 0 | | 3336374 | 117097 | None | Vol-2 page no 82 item no 11.16.1 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Kg | 170.19 | 170.19 | 740.46 | False | None | None | False | None | False | 126018.8874 | 0 | | 3336375 | 117097 | None | Vol-2 Page no 26 Item no 7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces,excluding the cost of purlins, rafters and trusses and including cuttingto size and shape wherever required. ---- with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 710.79 | 710.79 | 35.93 | False | None | None | False | None | False | 25538.6847 | 0 |
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