tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
---|
1708690233000 | 1 | None | None | Buildings | Construction of District Level Stadium at Belagavi. | 75364389.31 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2788238 | 89132 | None | Vol No.3, Page No-9, Item No:2.5(ii) a | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Dozer
a) In area of light jungle | Sqm | 412.65 | 412.65 | 379.2 | False | None | None | False | None | False | 156476.88 | 0 | 2788239 | 89132 | None | Vol No.1, Page No:8, Item No:1.14.1 | Mechanical Means: -In all kinds of soils Depth upto 3m 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 work | Cum | 107.1 | 107.1 | 73811.99 | False | None | None | False | None | False | 7905264.129 | 0 | 2788240 | 89132 | None | Vol No.1, Page No:8, Item No:1.15.1 | Mechanical Means: -In ordinary/soft rock without blasting upto 1.5 m depth 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 work | Cum | 381.15 | 381.15 | 8201.33 | False | None | None | False | None | False | 3125936.9295 | 0 | 2788241 | 89132 | None | Vol No.1, Page No:16, Item No:2.4.1 | 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) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates.
| Cum | 7396.62 | 7396.62 | 333.14 | False | None | None | False | None | False | 2464109.9868 | 0 | 2788242 | 89132 | None | Vol No.1, Page No:115, Item No:Appendix-I | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert
| Cum | 1344.84 | 1344.84 | 333.14 | False | None | None | False | None | False | 448019.9976 | 0 | 2788243 | 89132 | None | Vol No.1, Page No:15, Item No:2.2.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
| Cum | 7216.44 | 7216.44 | 1255.15 | False | None | None | False | None | False | 9057714.666 | 0 | 2788244 | 89132 | None | Vol No.1, Page No:115, Item No:Appendix-I | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert | Cum | 1312.08 | 1312.08 | 1255.15 | False | None | None | False | None | False | 1646857.212 | 0 | 2788245 | 89132 | None | Vol No.1, Page No:17, Item No:2.5.2 | 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 7903.67 | 7903.67 | 1602.12 | False | None | None | False | None | False | 12662627.7804 | 0 | 2788246 | 89132 | None | Vol No.1, Page No:115, Item No:Appendix-I | Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert | Cum | 1437.03 | 1437.03 | 1602.13 | False | None | None | False | None | False | 2302308.8739 | 0 | 2788247 | 89132 | None | Vol No.1, Page No:18, Item No:2.11 C | 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. MORTH Specification No. 1600 & 2200. C. Sub structure of Bridges | Tonne | 90754.65 | 90754.65 | 194.0 | False | None | None | False | None | False | 17606402.1 | 0 | 2788248 | 89132 | None | Vol No.3, Page No:117, Item No:12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200 | Cum | 1226.4 | 1226.4 | 2581.08 | False | None | None | False | None | False | 3165436.512 | 0 | 2788249 | 89132 | None | Vol No.3, Page No:117, Item No:12.4 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200 | Cum | 2810.85 | 2810.85 | 1391.85 | False | None | None | False | None | False | 3912281.5725 | 0 | 2788250 | 89132 | None | Vol No.1, Page No:7, Item No:1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 497.7 | 497.7 | 21922.75 | False | None | None | False | None | False | 10910952.675 | 0 |
| 1708690233000 | 0 | None | None | Buildings | Construction of District Level Stadium at Belagavi Reconstruction of Temples in North east Corner of Stadium vi. | 1645002.36 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2788251 | 89133 | None | Vol 1, Pg.No. 8, It. 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. In all kinds of soils upto 300 mm depth | Cum | 99.75 | 99.75 | 207.0 | False | None | None | False | None | False | 20648.25 | 0 | 2788252 | 89133 | None | Vol 1, Pg.No. 8, It. 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 work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 66.81 | False | None | None | False | None | False | 7155.351 | 0 | 2788253 | 89133 | None | VOL 1, Pg.No. 11, It. No. 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. | Cum | 2816.1 | 2816.1 | 14.82 | False | None | None | False | None | False | 41734.602 | 0 | 2788254 | 89133 | None | VOL 2, Pg.No. 5, It. No. 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, ground 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 ltr/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. | Sqm | 123.9 | 123.9 | 22.69 | False | None | None | False | None | False | 2811.291 | 0 | 2788255 | 89133 | None | VOL 1, Pg.No. 7, It. No. 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 | Cum | 279.3 | 279.3 | 66.8 | False | None | None | False | None | False | 18657.24 | 0 | 2788256 | 89133 | None | VOL 1, Pg.No. 7, It. No. 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 497.7 | 497.7 | 62.32 | False | None | None | False | None | False | 31016.664 | 0 | 2788257 | 89133 | None | VOL 1, Pg.No. 15, It. 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 coplete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 7.41 | False | None | None | False | None | False | 46597.4145 | 0 | 2788258 | 89133 | None | VOL 1, Pg.No. 62, It. No. 2.2.2.1 | 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)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Isolated Footing | Cum | 6560.4 | 6560.4 | 6.99 | False | None | None | False | None | False | 45857.196 | 0 | 2788259 | 89133 | None | VOL 1, Pg.No. 115, It. No. 1 | Formwork, Centering & Scaffloding 8% For Isolated Footing | Cum | 524.83 | 524.83 | 6.98 | False | None | None | False | None | False | 3663.3134 | 0 | 2788260 | 89133 | None | VOL 1, Pg.No. 15, It. No. 2.2.2.1 | 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)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Combined Footing | Cum | 6560.4 | 6560.4 | 3.49 | False | None | None | False | None | False | 22895.796 | 0 | 2788261 | 89133 | None | VOL 1, Pg.No. 115, It. No. 1 | Formwork, Centering & Scaffloding 3% For Combined Footing | Cum | 196.81 | 196.81 | 3.49 | False | None | None | False | None | False | 686.8669 | 0 | 2788262 | 89133 | None | VOL 1, Pg.No. 75, It. No. 2.4.3 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Columns up to plinth | Cum | 6652.8 | 6652.8 | 2.09 | False | None | None | False | None | False | 13904.352 | 0 | 2788263 | 89133 | None | VOL 1, Pg.No. 115, It. No. 8 | Formwork, Centering & Scaffloding 70% For Columns up to plinth | Cum | 4656.96 | 4656.96 | 2.09 | False | None | None | False | None | False | 9733.0464 | 0 | 2788264 | 89133 | None | VOL 1, Pg.No. 17, It. No. 2.5.2 | 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 finsishing concrete structure in line, 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Columns | Cum | 7185.15 | 7185.15 | 3.34 | False | None | None | False | None | False | 23998.401 | 0 | 2788265 | 89133 | None | VOL 1, Pg.No. 115, It. No. 8 | Formwork, Centering & Scaffloding 70% For Columns | Cum | 5029.61 | 5029.61 | 3.34 | False | None | None | False | None | False | 16798.8974 | 0 | 2788266 | 89133 | None | VOL 1, Pg.No. 17, It. No. 2.4.3 | 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Plinth beams | Cum | 6652.8 | 6652.8 | 4.9 | False | None | None | False | None | False | 32598.72 | 0 | 2788267 | 89133 | None | VOL 1, Pg.No. 115, It. No. 1a. | Formwork, Centering & Scaffloding 50% For Plinth Beams | Cum | 3326.4 | 3326.4 | 4.9 | False | None | None | False | None | False | 16299.36 | 0 | 2788268 | 89133 | None | VOL 1, Pg.No. 18, It. No. 2.11.a | Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately | t | 93929.85 | 93929.85 | 2.21 | False | None | None | False | None | False | 207584.9685 | 0 | 2788269 | 89133 | None | Vol 2, Pg.No. 9, It. No. 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 19.16 | False | None | None | False | None | False | 128533.902 | 0 | 2788270 | 89133 | None | VOL 2, Pg.No. 17, It. No. 6.34 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | Sqm | 1159.2 | 1159.2 | 77.67 | False | None | None | False | None | False | 90035.064 | 0 | 2788271 | 89133 | None | VOL 2, Pg.No. 17, It. No. 6.32 | Providing Brick work with common burnt clay NonModular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes 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 | Sqm | 8707.77 | 8707.77 | 6.75 | False | None | None | False | None | False | 58777.4475 | 0 | 2788272 | 89133 | None | VOL 2, Pg.No. 98, It. No. 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 | Cum | 103755.75 | 103755.75 | 0.37 | False | None | None | False | None | False | 38389.6275 | 0 | 2788273 | 89133 | None | VOL 2, Pg.No. 103, It. No. 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. | Nos | 1066.8 | 1066.8 | 3.0 | False | None | None | False | None | False | 3200.4 | 0 | 2788274 | 89133 | None | VOL 2, Pg.No. 69, It. No. 10.6.3 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete | Nos | 63.0 | 63.0 | 9.0 | False | None | None | False | None | False | 567.0 | 0 | 2788275 | 89133 | None | VOL 2, Pg.No. 100, It. No. 12.15 | Providing and fixing in position fully panelled Honne 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) | Sqm | 7816.2 | 7816.2 | 5.13 | False | None | None | False | None | False | 40097.106 | 0 | 2788276 | 89133 | None | Vol 2, Pg.No. 41, It. No. 8.1.2 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) 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. | Sqm | 253.05 | 253.05 | 96.11 | False | None | None | False | None | False | 24320.6355 | 0 | 2788277 | 89133 | None | VOL 2, Pg.No. 50, It. No. 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. | Sqm | 105.0 | 105.0 | 96.11 | False | None | None | False | None | False | 10091.55 | 0 | 2788278 | 89133 | None | VOL 2, Pg.No. 41, It. No. 8.2.2 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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. (Out side) | Sqm | 292.95 | 292.95 | 198.02 | False | None | None | False | None | False | 58009.959 | 0 | 2788279 | 89133 | None | VOL 2, Pg.No. 59, It. No. 9.2 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. | Sqm | 840.0 | 840.0 | 196.62 | False | None | None | False | None | False | 165160.8 | 0 | 2788280 | 89133 | None | VOL 3, Pg.No. 51, It. No. 6.8.2 | Providing and laying 80mm thick factory made precast M 30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS15658 for Commercial Traffic Axle load repetitions upto 10MSA& for Residential Streets of approved shape and colour, laid inrequired pattern and including over 40mm thick compacted bedof coarse sand, filling the joints with fine sand etc. all complete asper the direction of Engineer-in-charge. (WMM/WBM Base to bepaid separately as per relevant technical specification).(Vol.-3/I.No.-6.8.2/P.No.51) | Sqm | 1219.05 | 1219.05 | 150.0 | False | None | None | False | None | False | 182857.5 | 0 | 2788281 | 89133 | None | VOL 2, Pg.No. 63, It. No. 9.23 | Providing and laying Polished 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 whitecement 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.** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, Lakared, River Pink, Orissa Blue or equivalent. | Sqm | 3013.5 | 3013.5 | 26.4 | False | None | None | False | None | False | 79556.4 | 0 | 2788282 | 89133 | None | VOL 2, Pg.No. 77, It. No. 11.1 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. | Kg | 118.65 | 118.65 | 477.72 | False | None | None | False | None | False | 56681.478 | 0 | 2788283 | 89133 | None | VOL 2, Pg.No. 38, It. No. 7.68 | Providing and fixing roofing consist of 0.8 mm thick Galvanized steel Deck Sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately) | Sqm | 1221.15 | 1221.15 | 90.0 | False | None | None | False | None | False | 109903.5 | 0 | 2788284 | 89133 | None | VOL 2, Pg.No. 46, It. No. 8.3 | 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 paer smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 182.7 | 182.7 | 198.02 | False | None | None | False | None | False | 36178.254 | 0 |
|
|
---|