| 1707908893000 | 0 | None | None | Buildings | CONSTRUCTION OF 4 CLASSROOMS AT GOVERNMENT PRE UNIVERSITY COLLEGE MUTTURU IN MUTTURU G.P MANGALORE TALUK | 8114939.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2589389 | 80505 | None | Code01 | Estimate for 4 Class Room (10.50X7.60 Mtr) Earth work in surface excavation by mechanical means for lowering &leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & 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 as per specifications and as per directions of Engineer-in-charge. | Cum | 72.8 | 72.8 | 562.5 | False | None | None | False | None | False | 40950.0 | 0 | | 2589390 | 80505 | None | Code02 | 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 as per specifications and as per directions of Engineer-in-charge. | Cum | 304.64 | 304.64 | 239.85 | False | None | None | False | None | False | 73067.904 | 0 | | 2589391 | 80505 | None | Code03 | 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 nominal size graded crushed coarse aggregates Mix 1:4:8( M5) Using 40 mm as per specifications and as per directions of Engineer-in-charge. | Cum | 5830.72 | 5830.72 | 26.04 | False | None | None | False | None | False | 151831.9488 | 0 | | 2589392 | 80505 | None | Code04 | 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 appurtenancesrequired to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per specifications and as per directions of Engineer-in-charge. | Cum | 7188.65 | 7188.65 | 54.43 | False | None | None | False | None | False | 391278.2195 | 0 | | 2589393 | 80505 | None | Code05 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples. FOR Foundation in C M 1:6 as per specifications and as per directions of Engineer-in-charge. | Cum | 6265.28 | 6265.28 | 39.78 | False | None | None | False | None | False | 249232.8384 | 0 | | 2589394 | 80505 | None | Code06 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samples. FOR Basement in C M 1:6 as per specifications and as per directions of Engineer-in-charge. | Cum | 6328.0 | 6328.0 | 9.85 | False | None | None | False | None | False | 62330.8 | 0 | | 2589395 | 80505 | None | Code07 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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)as per specifications and as per directions of Engineer-in-charge. | Cum | 10026.24 | 10026.24 | 31.13 | False | None | None | False | None | False | 312116.8512 | 0 | | 2589396 | 80505 | None | Code08 | 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.as per specifications and as per directions of Engineer-in-charge. | Cum | 228.48 | 228.48 | 268.99 | False | None | None | False | None | False | 61458.8352 | 0 | | 2589397 | 80505 | None | Code09 | 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as per specifications and as per directions of Engineer-in-charge. | Cum | 11770.53 | 11770.53 | 15.2 | False | None | None | False | None | False | 178912.056 | 0 | | 2589398 | 80505 | None | Code10 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification. I.S. 3620/1979 having compressive strength not less then 3.5 N/mm2 for saturated dry samplesFOR SUPER STRUCTURE in C M 1:6 as per specifications and as per directions of Engineer-in-charge. | Cum | 6611.36 | 6611.36 | 98.6 | False | None | None | False | None | False | 651880.096 | 0 | | 2589399 | 80505 | None | Code11 | Providing and laying in position reinforced cement concrete of mix M20 with OPC cement @25kgs, with 12mm and down size graded granite metal coarse aggregates @ 0.5175cum and fine aggregates @ 0.345cum,with superplastister @0.225lts, machine mixed, well copmacted for plain chajja of 7.5 cms. average thickness upto ground floor level, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6 as per specifications and as per directions of Engineer-in-charge. | Sqm | 543.11 | 543.11 | 69.69 | False | None | None | False | None | False | 37849.3359 | 0 | | 2589400 | 80505 | None | Code12 | 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Lintel , Beam as per specifications and as per directions of Engineer-in-charge. | Cum | 11078.14 | 11078.14 | 39.08 | False | None | None | False | None | False | 432933.7112 | 0 | | 2589401 | 80505 | None | Code13 | 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)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For RCC Slab as per specifications and as per directions of Engineer-in-charge. | Cum | 10385.76 | 10385.76 | 80.87 | False | None | None | False | None | False | 839896.4112 | 0 | | 2589402 | 80505 | None | Code14 | Supplying fitting & placing TMT bar reinforcement to super structure complete as per specifications and as per directions of Engineer-in-charge. | MT | 88313.12 | 88313.12 | 21.6125 | False | None | None | False | None | False | 1908667.306 | 0 | | 2589403 | 80505 | None | Code15 | 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 steel windows by welding as per specifications and as per directions of Engineer-in-charge. | Kg | 164.64 | 164.64 | 1145.34 | False | None | None | False | None | False | 188568.7776 | 0 | | 2589404 | 80505 | None | Code16 | 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 and as per directions of Engineer-in-charge. | Sqm | 1059.52 | 1059.52 | 105.7 | False | None | None | False | None | False | 111991.264 | 0 | | 2589405 | 80505 | None | Code17 | Providing Honne wood 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 and as per directions of Engineer-in-charge. | Cum | 101240.16 | 101240.16 | 0.66 | False | None | None | False | None | False | 66818.5056 | 0 | | 2589406 | 80505 | None | Code18 | 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 leadupto 50 m. including cost of materials, labour charges, complete as per specifications and as per directions of Engineer-in-charge. | No | 1663.2 | 1663.2 | 8.0 | False | None | None | False | None | False | 13305.6 | 0 | | 2589407 | 80505 | None | Code19 | Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to ceiling 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 | 267.53 | 267.53 | 730.19 | False | None | None | False | None | False | 195347.7307 | 0 | | 2589408 | 80505 | None | Code20 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary 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 | 309.12 | 309.12 | 1342.62 | False | None | None | False | None | False | 415030.6944 | 0 | | 2589409 | 80505 | None | Code21 | Providing 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand): Moulded Band 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 | Mtr | 8.96 | 8.96 | 205.6 | False | None | None | False | None | False | 1842.176 | 0 | | 2589410 | 80505 | None | Code22 | 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)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates as per specifications and as per directions of Engineer-in-charge. | Cum | 6415.36 | 6415.36 | 48.28 | False | None | None | False | None | False | 309733.5808 | 0 | | 2589411 | 80505 | None | Code23 | 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. as per specifications and as per directions of Engineer-in-charge. | Sqm | 1229.76 | 1229.76 | 523.68 | False | None | None | False | None | False | 644000.7168 | 0 | | 2589412 | 80505 | None | Code24 | Providing & fixing of 2-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 a overall size of 60mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm X 58mm with GI reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 2-2.5 mm. Maximum possible size 1819mm x 1819mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)as per specifications and as per directions of Engineer-in-charge. | Sqm | 7180.32 | 7180.32 | 51.84 | False | None | None | False | None | False | 372227.7888 | 0 | | 2589413 | 80505 | None | Code25 | Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 30mm. 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 )as per specifications and as per directions of Engineer-in-charge. | Sqm | 4772.32 | 4772.32 | 13.2 | False | None | None | False | None | False | 62994.624 | 0 | | 2589414 | 80505 | None | Code26 | 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. | Each | 117.6 | 117.6 | 52.42 | False | None | None | False | None | False | 6164.592 | 0 | | 2589415 | 80505 | None | Code27 | 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. | Each | 118.72 | 118.72 | 51.84 | False | None | None | False | None | False | 6154.4448 | 0 | | 2589416 | 80505 | None | Code28 | Providing and applying one coat distemper primer of approved brand on wall surface after throughly brooming the surface to remove all dirt, dust, mortar drops and other 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.-For ceiling | Sqm | 40.25 | 40.25 | 1110.91 | False | None | None | False | None | False | 44714.1275 | 0 | | 2589417 | 80505 | None | Code29 | Distempering with dry distemper of approved brand and manufacture (two coats) of required shade on new work, over and including water thinnable priming coat 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 | Sqm | 92.96 | 92.96 | 1110.91 | False | None | None | False | None | False | 103270.1936 | 0 | | 2589418 | 80505 | None | Code30 | 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. | Kg | 560.0 | 560.0 | 152.28 | False | None | None | False | None | False | 85276.8 | 0 | | 2589419 | 80505 | None | Code31 | Providing wall black boards in CM 1:3 with two coats of black paint including finishing etc., complete.as per specifications and as per directions of Engineer-in-charge. | Sqm | 909.65 | 909.65 | 22.5 | False | None | None | False | None | False | 20467.125 | 0 | | 2589420 | 80505 | None | Code32 | Storage Unit- Wooden -One side laminate Providing and fixing woode storage unit one side laminate with 18 mm PLY/PLPB with edge bound for body, 18mm PLY/PLPB with openable shutters and individual locking system for shutter, 9 mm PLY with edge bound for rear portion with Hafele fitting hinges, Hafele locks, Minifix assembly, screw legs, Handles and tower bolt complete as per specifications, drawings and as directed by Engineer in charge.PLPB STORAGE - 900 mm W X 430 mm D X 2100 mm Ht | No | 18656.0 | 18656.0 | 4.0 | False | None | None | False | None | False | 74624.0 | 0 |
|