1719298185000 | 0 | None | None | Buildings | CONSTRUCTION OF INSPECTION BUNGLOW AT NAREGAL IN RON TALUKU OF GADAG DISTRICT | 2933563.51 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3343349 | 117476 | None | Item19.3VolNo2P.No187 | Demolishing R.C.C. work manually/ by mechanical means including stack-ing of steel bars and disposal of unserviceable material to the appropriatedisposal area as per direction of Engineer-in-charge.[Common PWD SR 2023-24, Volume-2, Pg No-187, I.No-19.3] ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 2862.68 | 2862.68 | 6.01 | False | None | None | False | None | False | 17204.7068 | 0 | 3343350 | 117476 | None | Item6.7VolNo2P.No13 | Providing Brick work with common burnt clay Non Modular 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.[Common PWD SR 2023-24, Volume-2, Pg No-13, I.No-6.7] ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 9688.98 | 9688.98 | 42.24 | False | None | None | False | None | False | 409262.5152 | 0 | 3343351 | 117476 | None | Item2.5.1VolNo1P.No16 | 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 finishing 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)(M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates.) (PWD SR 2023-24 Vol-1. P.No.-16, I.NO. - 2.5.1) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 7823.4 | 7823.4 | 37.3 | False | None | None | False | None | False | 291812.82 | 0 | 3343352 | 117476 | None | Item15VolNo1P.No112 | Addendum I Percentage Additionalities for Formwork,Centering Scaffolding in vol-01 SL NO-15 RCC Roof Slabs ( 50% finished rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3911.7 | 3911.7 | 36.09 | False | None | None | False | None | False | 141173.253 | 0 | 3343353 | 117476 | None | Item14VolNo1P.No112 | Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding in vol-01 SL NO-14 RCC Beams, Lintels & Troughs of Aqueducts( 60% finished rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 4694.04 | 4694.04 | 0.62 | False | None | None | False | None | False | 2910.3048 | 0 | 3343354 | 117476 | None | Item19VolNo1P.No112 | Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding in vol-01 SL NO-19 Chejjas, Canopy & Other Architectural projections of minor sections( 45% finished rate) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 3520.53 | 3520.53 | 0.58 | False | None | None | False | None | False | 2041.9074 | 0 | 3343355 | 117476 | None | Item2.11.aVolNo1P.No84 | Providing TMT bars of grade Fe-550/500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members wherever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (Thelaps and wastages shall not be measured separately) (PWD SR 2023-24 Vol-1. P.No.-84, I.NO. - 2.11.a) ---- Work should be carried out as per the direction of engineer incharge of work. | Kgs | 105.56 | 105.56 | 3885.45 | False | None | None | False | None | False | 410148.102 | 0 | 3343356 | 117476 | None | Item12.12VolNo2P.No100 | Providing Mathi/Nandi 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. (PWD SR 2023-24 Vol-2. P.No.-100, I.NO. - 12.12) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 146558.36 | 146558.36 | 0.95 | False | None | None | False | None | False | 139230.442 | 0 | 3343357 | 117476 | None | Item12.21VolNo2P.No100 | Providing and fixing in position fully panelled Matti/Nandi 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 ) (PWD SR 2023-24 Vol-2. P.No.-100, I.NO. - 12.21) ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 6775.56 | 6775.56 | 25.77 | False | None | None | False | None | False | 174606.1812 | 0 | 3343358 | 117476 | None | Item11.37.3VolNo2P.No89 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid inbasic item):With float glass panes of 8 mm thickness (weight not less than 20 kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications.(PWD SR 2023-24 Vol-2. P.No.-89, I.NO. - 11.37.3) ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 1539.9 | 1539.9 | 9.42 | False | None | None | False | None | False | 14505.858 | 0 | 3343359 | 117476 | None | Item2.1.3VolNo1P.No149 | Providing and laying in position 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 Codesmachine 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. (PWD SR 2023-24 Vol-1. P.No.-149, I.NO-2.1.3) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 7067.02 | 7067.02 | 8.78 | False | None | None | False | None | False | 62048.4356 | 0 | 3343360 | 117476 | None | Item2.1.6VolNo1P.No149 | Providing and laying in position 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 Codesmachine 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1. P.No.-149, I.NO-2.1.6) ---- Work should be carried out as per the direction of engineer incharge of work. | Cum | 7366.74 | 7366.74 | 4.45 | False | None | None | False | None | False | 32781.993 | 0 | 3343361 | 117476 | None | Item12.84VolNo2P.No110 | 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 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets grey color having isolated drainage and reinforced with Galvanized Iron profile through out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made).(PWD SR 2023-24 Vol-2,P.No.110, I.No. 12.84) ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 5927.14 | 5927.14 | 37.02 | False | None | None | False | None | False | 219422.7228 | 0 | 3343362 | 117476 | None | Item11.34AVolNo2P.No86 | 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 (PWD SR 2023-24 Vol-2. , I.NO. - 11.34a) ---- Work should be carried out as per the direction of engineer incharge of work. | Kgs | 198.24 | 198.24 | 777.42 | False | None | None | False | None | False | 154115.7408 | 0 | 3343363 | 117476 | None | Item8.41VolNo2P.No48 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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. (PWD SR 2023-24 Vol-2. P.No.-48, I.NO. - 8.41) ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 197.06 | 197.06 | 125.57 | False | None | None | False | None | False | 24744.8242 | 0 | 3343364 | 117476 | None | Item8..4.1VolNo2P.No41 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 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. (PWD SR 2023-24 Vol-2. P.No.-41, I.NO. - 8.4.1) ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 381.14 | 381.14 | 734.06 | False | None | None | False | None | False | 279779.6284 | 0 | 3343365 | 117476 | None | Item8.2.1VolNo2P.No41 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 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. (PWD SR 2023-24 Vol-2. P.No.-41, I.NO. -8.2.1) ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 348.1 | 348.1 | 414.54 | False | None | None | False | None | False | 144301.374 | 0 | 3343366 | 117476 | None | Item8.33.1VolNo2P.No46 | Finishing with Deluxe Multi surface paint system for interiors and exteriors
using Primer as per manufacturers specifications: Two coats applied on
walls @ 1.25 L/10 m² over and including one coat of Special primer applied
@ 0.75 L/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. (The gloss should be 50% @ 60 degree angle with 10 years life)(PWD SR 2023-24 Vol-2. P.No.-46, I.NO. -8.33.1) ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 186.44 | 186.44 | 518.14 | False | None | None | False | None | False | 96602.0216 | 0 | 3343367 | 117476 | None | Item15.1VolNo2P.No149 | Providing and laying water proofing treatment to the Roof with PU based singlcomponent elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU wa terproofing 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 wa terproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. (PWD SR 2023-24 Vol-2. P.No.-149, I.NO-15.1) ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 964.06 | 964.06 | 219.23 | False | None | None | False | None | False | 211350.8738 | 0 | 3343368 | 117476 | None | Item2.4.1.aVolNo3P.No9 | 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. (i) By Manual Means a In area of light jungle ---- Work should be carried out as per the direction of engineer incharge of work. | Sqm | 13.24 | 13.24 | 492.06 | False | None | None | False | None | False | 6514.8744 | 0 | 3343369 | 117476 | None | item11.28VolNo2P.no85 | 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. ---- Work should be carried out as per the direction of engineer incharge of work. | Kgs | 666.7 | 666.7 | 148.5 | False | None | None | False | None | False | 99004.95 | 0 |
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