Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings FY 2025-26

Information on litigation in which the Tenderer is involved:

Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status

BANKER’S CERTIFICATE

This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely ……………………………… (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………… to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Address:…………………………

List of Machinery

Note: Minimum 50% of the required machinery should be owned by the Tenderer. Remaining 50% of the required machinery may be owned / procurred on Lease basis / Hire basis.

Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks

No. Capacity Number/Capacity Age/ Condition

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

has executed/ is executing(strike off which ever is not applicable) the work of .............................................

in this Organisation. The details of the work is as under:

1 Name of the Project :

2 Name of the Work :

3 Contract Amount :

4 Date of signing the Agreement :

5 Date of handing over of the Site :

6 Items executed :

Earth work excavation :

UCR/SSM/B.B.M :

P.C.C / R.C.C :

Alluminium & Steel work (Doors, Windows & Partition) :

Address for correspondence:

Information of the works for which Tenderer has submitted Tender.

Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.

Information of the works for which Tender acceptance letters are received.

Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site

Information on works which are yet to be completed.

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/ excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion

Year Name of work Name of Employer Quantity of work performed Remarks (Indicate contract reference)

2012-13 Exc & Embankment

Water Prrofing/Wall Panneling

2013-14 Exc & Embankment

Water Prrofing/Wall Panneling

2014-15 Exc & Embankment

Water Prrofing/Wall Panneling

2015-16 Exc & Embankment

Water Prrofing/Wall Panneling

2016-17 Exc & Embankment

Water Prrofing/Wall Panneling

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)

Financial Year Total value of works executed and payments received in the last five years (in Rs. lac)

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings FY 2025-26

Sl no Items Unit Milestone -1 Quantity Milestone -2 Quantity Milestone -3 Quantity Total Quantity Rate in Rs. Amount for Mile Stone 1 in Rs Amount for Mile Stone 2 in Rs Amount for Mile Stone 3 in Rs Total Amount in Rs Qty Rate

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings (Ground floor leftover and incomplete works) Sl No Description Unit Qty

Mechanical Means - 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 m³ 0 0 70824.6

Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) m³ 0 0 70826.6

Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0 70827.6

Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0 70828.6

Steel Fabrication 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. Buildings t 0 0 70829.6

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. m³ 0 70830.6

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. kg 0 70831.6

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. m³ 0 70832.6

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. 40 mm thick one side teak and one side commercial m² 0 70833.6

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. No. 0 70834.6

Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. - 35 mm thickness m² 0 70835.6

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&Ps shall not be made) m² 0 70836.6

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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. m² 0 70837.6

Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide m 0 70838.6

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. m² 0 70839.6

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. m² 0 70840.6

Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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. Size of Tile 600x1200 mm m² 0 70841.6

Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m² 0 70842.6

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. m² 0 70843.6

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. m² 0 70844.6

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. m² 0 70845.6

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 0 70846.6

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 0 70847.6

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 g/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 cutting to size and shape wherever required. m² 0 70848.6

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 0 70849.6

Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. - 110mm nominal dia pipes m 0

Providing and fixing PTMT bib cock of approved quality and colour - 15 mm nominal bore, 90 mm long, weighing not less than 93 g No. 0

Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 0

Providing and fixing PTMT stop cock of approved quality and colour - 15 mm nominal bore, 86 mm long, weighing not less than 88 g No. 0

Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. each 0

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. each 0

Providing and fixing aluminium die cast body tubular type universal hy- draulic 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. No. 0

Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. - 125mm No. 0

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. No. 0

Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. No. 0

Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. No. 0

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 No. 0

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Bar- rel type) with necessary screws etc. complete : each 0

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125mm each 0

Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components - For 150 LPH : Cabin Type each 0

Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 m³ 0

Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H : IRC - IRC SP 63:2018 m² 0

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 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 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 m³ 0

Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm Kg 0

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings( 2nd Floor) 0 0

Demolishing R.C.C. work manually/ by mechanical means including stack- ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m³ 0 0

Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0

Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0

Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0

Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0

Steel Fabrication 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. Buildings t 0 0

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. m³ 0 0

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. m³ 0 0

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. 40 mm thick one side teak and one side commercial m² 0 0

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. No. 0 0

Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m² 0 0

Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. - 35 mm thickness m² 0 0

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&Ps shall not be made) m² 0 0

Providing & fixing of louvered ventilator 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 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&Ps shall not be made) m² 0 0

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. kg 0

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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. m² 0

Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide m 0

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. m² 0

Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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. Size of Tile 600x1200 mm m² 0

Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m² 0

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. m² 0

Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/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. m² 0

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. m² 0

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. m² 0

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. m² 0

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 0

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 0

Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. - 110mm nominal dia pipes m 0

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 : W.C. pan with ISI marked white solid plastic seat and lid each 0

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 0

Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. m² 0

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps each 0

Providing and fixing PTMT bib cock of approved quality and colour - 15 mm nominal bore, 90 mm long, weighing not less than 93 g No. 0

Providing and fixing PTMT stop cock of approved quality and colour - 15 mm nominal bore, 86 mm long, weighing not less than 88 g No. 0

Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. - 125mm No. 0

Providing and fixing aluminium die cast body tubular type universal hy- draulic 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. No. 0

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. No. 0

Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. No. 0

Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. No. 0

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 No. 0

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125mm each 0

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings (Terrace floor construction) 0 0

Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0

Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0

Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0

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. m³ 0

Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0

Steel Fabrication 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. Buildings t 0

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. m³ 0

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. No. 0

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. 40 mm thick one side teak and one side commercial m² 0

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&Ps shall not be made) m² 0

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. kg 0

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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. m² 0

Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide m 0

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. m² 0

Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m² 0

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. m² 0

Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/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. m² 0

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. m² 0

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. m² 0

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. m² 0

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 0

polyurethane 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 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. m² 0

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 0

Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. - 110mm nominal dia pipes m 0

Providing and fixing PTMT bib cock of approved quality and colour - 15 mm nominal bore, 90 mm long, weighing not less than 93 g No. 0

Providing and fixing PTMT stop cock of approved quality and colour - 15 mm nominal bore, 86 mm long, weighing not less than 88 g No. 0

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 0

Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. - 125mm No. 0

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. No. 0

Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. No. 0

Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. No. 0

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 No. 0

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings (Terrace floor Lift) 0 0

Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0

Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m² 0

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. m² 0

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. m² 0

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 0

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 0

Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. - 110mm nominal dia pipes m 0

Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components - For 150 LPH : Cabin Type each 0

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. m³ 0

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings (ELE SF) 0 0

Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary19/20 mm dia 2 mm thick m 0

Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary 25 mm dia 2 mm thick m 0

Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary 32 mm dia 2.5 mm thick m 0

Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fishwire run throughout the conduit wherever necessary.19/20 mm dia 2 mm thick m 0

Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fishwire run throughout the conduit wherever necessary.25 mm dia 2 mm thick m 0

Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever 0necessary.32 mm dia 2.5 mm thick m 0

Supplying And Fixing Metal Fan Box with Round Hook. No 0

Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box Point 0

Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Medium point above 3Mtr upto 6Mtr from tapping point to out let viaswitch box Point 0

Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Long point above 6Mtr upto 10Mtr from tapping point to out let viaswitch box Point 0

Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 1.5 mm2 m 0

Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 2.5 mm2 m 0

Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 4 mm2 m 0

Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 6 mm2 m 0

Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall1-2 Way Each 0

Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3 Way Each 0

Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4-5 Way Each 0

Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6 Way Each 0

Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way Each 0

Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Way Each 0

Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 16 Way Each 0

Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 18 Way Each 0

Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 1 to 2 Module Each 0

Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 3 Module Each 0

Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 4 Module Each 0

Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 6 Module Each 0

Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 8 Module Each 0

Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 10-12 Module Each 0

Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 16 Module Each 0

Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 18 Module Each 0

Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch Each 0

Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch Each 0

Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket Each 0

Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module Each 0

Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16A One Way Switch Each 0

Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Bell Push Each 0

Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch Each 0

Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal Socket Each 0

Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone Socket. Each 0

Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC60898. 6-32 A DP Each 0

Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC60898. 6-32 A TPN Each 0

Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWGMS enclosure. II - Double Door 8 Way SP & N Each 0

Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Each 0

Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 12" Sweep (300 mm) Each 0

Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/19 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power upto 35 W +/- 10 %, Rated current As per IS:374/19, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 10% Cubic Meter Minimum, Rated service value 6.2 CMM / W, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/2019 with latest amendment, 2year manufacturer Warranty. (BLDC fans) 48" Sweep 5 Star (1200 mm) Each 0

Supplying, erecting, testing & commissioning of ON-LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with isolation transformer all accessories complete and Excluding batteriesand wiring complete. 5 kVA ON LINE UPS Each 0

Supplying, installation, testing & commissioning of 12V ..AH batteries in poly propylene container for D.G. sets. Low maintenance batteries, plate type. 120 AH capacity Each 0

Supplying & fixing retrofit type-PL- LED Lamp ...... W LED linear source with CCT 6500 degree K, CRIGreater than 70%. efficacy Greater than80 lumen per W, lifeGreater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF Greater than 0.95, power loss should Smaller than 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to275 V. Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 8-9 W Each 0

Supplying of .....feet -PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI Greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor Greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2' - 9/10 W Each 0

Supplying of .....feet -PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI Greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor Greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 20/22 W Each 0

Fixingall typesandall capacitiesof fluorescent / falseceiling/ spot light /CFL /LED fittings indoor on the wall/ ceiling /rafters /girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.On wall/ ceiling / Rafter / Girders Each 0

Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 0

Extra length of GI pipe of class B 19mm dia for down rod. m 0

Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire ofapproved make with wire mesh and wooden frame. Each 0

Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. No 0

GI/Copper strips for grounding connections, using necessary fixingmaterials as required. 25 x 3 mm GI strip m 0

GI/Copper strips for grounding connections, using necessary fixingmaterials as required. 25 x 3 mm Copper strip m 0

Providing ABC Powder based MAP 50, 9Kg Supply and installation of 9kg Fire Extinguisher Mono Ammonium Phosphate Powder 50, Stored Pressure Type, Pressure Gauge, Gross Weight 14.90 Kg, empty weight 5.90 Kg, Can Height 615MM, Diameter 175M M, Discharge Time less than 13Secs, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 4 meters, applicable on Class A,8, C and electrically started Fire, A Rating 4A, 8 Rating 348, Can construction : Deep drawn & Co., Mig welded, valve Construciton : Forging and Mechining, Internal Coating of Can: Epoxy powder coating, External Coating of Can: Epoxy Polyster power coating, Sheet metal thickness: 2.00MM, 5 years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including including cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,including cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,, labour, usage charges of machinery complete as per specifications. complete IS 15683, CE Marked Each 0

Supplying of two bucket stand alongwith buckets. complete Each 0

Supplying of Hand gloves. complete Each 0

Supplying of SAFETY MASK. complete Each 0

Supplying of FIRST AID CHART with lamination. Complete Each 0

Supplying and installation of RUBBER MAT 1mtr x 1mtr -1Omm thick. complete including cost of materials, labour, usage charges of machinery complete as per specifications. Each 0

Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. RJ45/I.O Outlet Cat-6. Each 0

Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc, and fixing on existing wooden or metal box using N.F. screws Sq CM 0

Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC60898. 6-32 A SP Each 0

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings (NetworkSF) 0 0

Supplying and drawing UTP-CAT 6E LAN cable. m 0

Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable. 2Pair m 0

Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6. m 0

Supplying & Fixing of switch mounting rack with power manager & Cable manager. 12U with 450mm depth Each 0

Supplying & Fixing of Power strip Each 0

Supplying of shelf Each 0

Supplying & fixing of Castor wheels to the Shelf (set of 4) Each 0

Supplying & Fixing of Fan Each 0

Supplying fixing of Network Switches 24 port 10/100 Switch Each 0

Supplying & fixing of I/O socket with back box Single I/O Each 0

Supplying & fixing of I/O socket with back box Double I/O Each 0

Supplying & Fixing of ... ms Cat 6 Patch Cable 2 m Each 0

Supplying & Fixing of Patch panel for LAN cabling 24 Port 10/100 patch panel Each 0

Supplying and fixing of MDF krone junction box with KRONE Module / Telephone cable termination. 20 Pair m 0

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings(LIFT)

Design, supplying, erecting testing and commissioning of - Passenger/ Bed-cum-passenger hospital lift with speed of 1mtr per second, variable voltage variable frequency drive, with or without machine room for the available well size, operating at 415 V 3 phase 50 cycles AC supply, powder coated / Stainless Steel car entrance doors enclosures with suitable colour vinyl flooring, LED car illumination, emergency light, intercom and fan as desired by the user, central opening / side opening door with or without attendant operation, 7 segment display buttons, call register indicator, fireman drive, SS handrails inside car,full length infrared curtain in car door, automatic rescue device with batteries, voice announcing in regional/ international languages, Braille buttons with one year warranty and maintenance with necessary scaffolding and minor civil works like fixing of guide rail, counter weight etc., The total product and services shall adhere to IS 14665/2016 ( with latest amendments) part/section 1 to 5 with regards to general guidelines of fire safety rated doors, MRLL beams, pressure switch, manual change over for doors during emergency, ARD of 10 times with sufficient battery back up and standard dimensions of chair car and door openings for all sizes and capacities of lifts including fitness certificate and duly observing all other safety norms prescribed and adhere to CPWD specifications, PCB Norms, National Electricity Code (NEC), NBC-2016, IEC and Karnataka State Lifts, Escalators and Passengers Conveyers Act 2012 and Rules 2014. The Supplier shall be registered in Government Electrical Inspectorate in the State of Karnataka. Job 0 0

2 19.59 KSRRB M300-52.2. Scarifying Existing Bituminous surface to a depth of 50mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material and complete as per specifications. MORTH Specification No. 305.4.3 Sqm 2475 3.57 8835.75 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 19.64 KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3 Sqm 3300 6.3 20790 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

7 19.62 KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 cum 713 502.95 358603.35 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

9 20.18 KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 cum 742.5 1917.3 1423595.25 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

10 21.6 KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 Sqm 3300 35.7 117810 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

11 21.11.6 KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen cum 1218.25 6298.87 7673598.38 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

12 21.20.6 KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen cum 609.13 8336.11 5077774.68 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

13 24.2.2 Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing. 600 M M Equilateral triangle -TYPE XI No 6 2594.55 15567.3 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

14 24.17 KSRRB M800-14.2. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications.including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 Nos 3 2261.7 6785.1 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B8%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

15 24.18 KSRRB M800-14.3. Reinforced cement concrete M-15 Grade Hectometer stone of standard design as per IRC:26-1980, fixing in position including painting and printing etc complete as per specifications. including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 Nos 6 573.3 3439.8 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B9%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

16 24.3 Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 em, 60 em below ground level as per approved drawing. Sqm 1.8 7220.85 12997.53 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B10%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

17 24.15 KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 Sqm 911 450.45 410359.95 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B11%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

18 24.41 KSRRB M800 Road markers I Road stud KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer Nos 897 303.45 272194.65 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B12%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 21.1 KSR RB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface (primed surface) cleaned with mechanical broom. complete as per specifications. Clause 503 of MORTH V revision Sqm 24365 13.21 321861.65 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 19.2.1 KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3 cum 440 31.5 13860 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 34.1 KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408 cum 55 4732.98 260313.9 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 28.8.2 KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 Tonne 4.74 78435.89 371786.12 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

5 34.6.3 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 600mm. dia M 50 3349.5 167475 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 37.59.1 Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 15cm Cum 123.75 7375.2 912681 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 19.2.1 KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3 cum 18.2 31.5 573.3 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 34.1 KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408 cum 1.2 4732.98 5679.58 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 34.6.5 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 900mm. dia M 20 5776.05 115521 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 28.8.2 KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 Tonne 0.1891 78435.89 14832.23 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 34.17 Providing and laying in position plain/Reinforced cement cement concrete M20 for sub-structure/Superstructure works, with cement @ 320 kgs, 20 mm & down size graded granite metal coarse aggregate @ 0.69 cum and fine aggregates @ 0.46 cum machine mixed with super plasticisers @ 3 lts confirming to IS 9103-2008,concrete laid in layers, well compacted and providing weep holes wherever necessary with necessary scaffolding, form work etc., including cost of labour, HOM curing etc., complete. Cum 15.41 5598.18 86267.95 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11240&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 18.15 KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof 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 complete as per specifications . II. By Mechanical Means:A. In area of light jungle. MORTH Specification No. 201 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Ha 0.468 19452.3 9103.68 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 19.59 KSRRB M300-52.2. Scarifying Existing Bituminous surface to a depth of 50mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material and complete as per specifications. MORTH Specification No. 305.4.3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 9750 3.57 34807.5 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 19.64 KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 9750 6.3 61425 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 19.2.1 KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 1579.5 31.5 49754.25 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

5 19.62 KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 5915 502.95 2974949.25 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

6 20.5 Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing by mix in place method by rotavator at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. Clause 401 of MORTH V Revision. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 2278.25 1837.5 4186284.38 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

7 20.18 KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 2193.75 1917.3 4206076.88 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

8 21.6 KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 9750 35.7 348075 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

10 21.11.6 KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 487.5 5499.02 2680772.25 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B8%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

11 21.20.6 KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 243.75 7058.57 1720526.44 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B9%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

12 24.2.2 Retro-Reflectorised Traffic Signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing. 600 M M Equilateral triangle -TYPE XI ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. No 5 2594.55 12972.75 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B10%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

13 24.17 KSRRB M800-14.2. Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications.including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Nos 3 2261.7 6785.1 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B11%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

14 24.18 KSRRB M800-14.3. Reinforced cement concrete M-15 Grade Hectometer stone of standard design as per IRC:26-1980, fixing in position including painting and printing etc complete as per specifications. including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Nos 12 573.3 6879.6 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B12%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

15 24.3 Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 em, 60 em below ground level as per approved drawing. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 0.9 7220.85 6498.76 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B13%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

16 24.15 KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 100 450.45 45045 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B14%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

17 24.41 KSRRB M800 Road markers I Road stud KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Nos 300 303.45 91035 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B15%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

18 34.6.3 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 600mm. dia ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. M 7.5 3349.5 25121.25 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B16%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 KSRRB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface cleaned with mchancial broom. complete as per specifications. - using bitumen 80/100 on primed surfaces ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Sqm 9750 10.02 97695 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 19.2.1 KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 243.75 31.5 7678.12 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 34.1 KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 37.5 4612.86 172982.25 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 Providing and laying in position plain/Reinforced cement cement concrete M20 for sub-structure/Superstructure works, with cement @ 320 kgs, 20 mm & down size graded granite metal coarse aggregate @ 0.69 cum and fine aggregates @ 0.46 cum machine mixed with super plasticisers @ 3 lts confirming to IS 9103-2008,concrete laid in layers, well compacted and providing weep holes wherever necessary with necessary scaffolding, form work etc., including cost of labour, HOM curing etc., complete. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Cum 78.48 5423.46 425633.14 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Tonne 5.27 65272.04 344133.78 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 19.2.1 KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 35.16 31.5 1107.54 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 34.1 KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 3.56 4612.86 16421.78 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 34.6.5 Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 900mm. dia ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. M 15 5776.05 86640.75 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 19.62 KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. cum 17.66 502.95 8882.1 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 KSRRB M2200-5.9. Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 - i) Upto 5 m height. ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Cum 27.07 5423.46 146813.06 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 KSRRB M2200- TMT/MS Bar Reinforcement KSRRB M2200-6. Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification No.1600 & 2200 ---- including cost of all materials, labour,HOM,l & UL, curing with all leads and lifts etc. complete as per specifications & as directed by Engineer-in-charge of the work. Tonne 0.64 65272.04 41643.56 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=16211&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 18.2 KSRRB M200-13.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. II. By Mechanical Means. A. Cement Concrete Grade M-15 &M-20. MORTH Specification No. 202 cum 51.21 413.4 21170.21 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 18.29 KSRRB M200-15.4. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. iii) Dismantling Stone Masonry D. Dry rubble masonry. MORTH Specification No. 202 cum 60.75 240.62 14617.66 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 27.4 “KSRRB M2100-2.1. Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (i ) Depth upto 3 m” MORTH Specification No. 304 cum 1014.684 53 53778.25 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 27.5 “KSRRB M2100-2.2.Earth work in excavation for foundation of structures as perdrawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete as per specifications. B. Mechanical Means (ii ) Depth 3 m to 6 m” MORTH Specification No. 304 cum 34.4534 60.42 2081.67 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 28.8.2 KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 M.T. 37.94 86385.12 3277019.53 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 29.9.2 KSRRB M2300-14. Providing T M. T steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 - TMT Bars Fe 500 M.T. 14.38 88049.32 1266395.76 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

5 27.24 KSRRB M2100-13. Plain / Reinforced Cement Concrete M15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation complete as per Drawing and Technical Specifications MORTH Specification No. 1500,1700 & 2100 cum 56.592 5751.77 325504.17 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

6 28.7.12 K8RRB M2200-5.12. Providing and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to 189103-1999 Reaffirmed-2008 - i) Upto 5m height cum 494.76 6052.81 2994688.28 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

7 28.7.13 K8RRB M2200-5.13. Providing and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to 189103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. - ii)For height, 5m to 10m cum 1.66 6793.75 11277.62 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

15 31.4 KSRRB M2600-4. (iii)Providing and fixing in position 300 mm wide, 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing & Technical Specification MORTH Specification No. 2605 M 61.56 164.3 10114.31 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B14%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 32.8 KSRRB M2300-16. Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @ 360 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes@ 0.46cum, and reinforcement at 75 kg/cum with superplastisiser @31ts confirming to IS9103-1999 Reaffirmed-2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2702 Cum 27.3 11291.97 308270.78 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

8 29.6.1 T - Beams & slabs KSRRB M2300-3.2. Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC cement design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed- 2008, Case - I : Using Concrete Mixer MORTH Specification No. 1500,1600 & 1700 - Height upto 5 m cum 241.08 7497.59 1807519 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

9 32.6 KSRRB M2700-6. PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2700 cum 10.05 6105.81 61363.39 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B8%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

10 32.7 KSRRB M2700-7. Reinforced cement concrete M30 approach slab including reinforcement@ 70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704 cum 21 10928.39 229496.19 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B9%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

11 28.13 KSRRB M2200- Filter Media KSRRB M2200-9. 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 including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2504.2.2 cum 158.8056 2216.46 351986.26 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B10%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

12 28.11 KSRRB M2200-8.1. Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification including cost of materials, labour, HOM of machineries, complete as per specifications. A. Granular material MORTH Specification No. 2204 & 304 cum 638.972 895.7 572327.22 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B11%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

13 32.5 KSRRB M2700-5. Drainage Spouts using 1OOmm class 'B' Gl pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705 No 12 1645.12 19741.44 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B12%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

14 28.1 KSRRB M2200- Providing Weep Holes KSRRB M2200-8. Providing weep holes in Brick masonry I Plain I Reinforced concrete abutment, wing wall I return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2706 & 2200 Nos/mtr 65.6 155.82 10221.79 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B13%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

5 32.3 KSRRB M2700-3. Construction of RCC railing ofM30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2703,1500,1600 & 1700 M 72.8 1853.6 134942.08 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 18.15 KSRRB M200-11.1. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removalof 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 complete as per specifications . II. By Mechanical Means:A. In area of light jungle. MORTH Specification No. 201 Ha 0.069 19452.3 1342.21 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

2 19.6 KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of proctors density) MORTH Specification No. 305 cum 1150 477.75 549412.5 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B1%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

3 19.62 KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 cum 474.375 502.95 238586.91 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B2%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

4 19.64 KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3 Sqm 1380 6.3 8694 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B3%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

5 20.5 Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing by mix in place method by rotavator at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. Clause 401 of MORTH V Revision. cum 146.625 1837.5 269423.44 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B4%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

6 20.18 KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 cum 142.3125 1917.3 272855.76 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B5%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

7 21.6 KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 Sqm 632.5 35.7 22580.25 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B6%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1 21.1 KSRRB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface cleaned with mchancial broom. complete as per specifications. - using bitumen 80/100 on primed surfaces Sqm 632.5 13.21 8355.32 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3AviewWorkIndent.viewLbd%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummaryNonSOREstimatesList%5B0%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

9 21.11.6 KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen cum 31.625 6298.87 199201.76 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B7%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

10 21.20.6 KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen cum 15.8125 8336.11 131814.74 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B8%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

11 24.15 KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 Sqm 43.125 450.45 19425.66 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B9%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

12 24.41 KSRRB M800 Road markers I Road stud KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer Nos 60 303.45 18207 (https://eproc.karnataka.gov.in/eprocurement/jsf/indent/view_work_indent_work_detailestimate.seam?pageId=view_work_indent_detailestimate&actionMethod=jsf%2Findent%2Fview_work_indent_work_detailestimate.xhtml%3ArateAnalysis.viewRateAnalysis%28+detailEstimate+%29&conversationId=11199&conversationIsLongRunning=true&conversationPropagation=join&dataModelSelection=detailEstimate%3AworkIndentWorkSummarySOREstimatesList%5B10%5D塹ᴻ䡿ⲯ嶂藄挧ꮥ)

Descrp Unit Qty Rate

1 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 6.3 10309.25 64948.28 1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref to MoRT&H : IRC - 305.4.3 m² 10309.25 6.3

2 Category : Vol - 1 -Chapter -I- Earth Work --- 95 99.75 860.25 85809.94 2 Mechanical Means - 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 m³ 860.25 99.75

3 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 517.65 2556.4 1323320.46 3 Construction of Subgrade and Earthen Shoulders - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref to MoRT&H : IRC - 305 m³ 2556.4 517.65

4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2476.95 3010.3 7456362.58 4 Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 m³ 3010.3 2476.95

5 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2686.95 4054 10892895.3 5 Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 m³ 4054 2686.95

6 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 41 43.05 17195 740244.75 6 Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502 m² 17195 43.05

7 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 15 15.75 1375 21656.25 7 Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 m² 1375 15.75

8 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 12 12.6 17195 216657 8 Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 m² 17195 12.6

9 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 9449 9921.45 929.88 9225757.93 9 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Ref to MoRT&H : IRC - 505 m³ 929.88 9921.45

10 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10954 11501.7 557.1 6407597.07 10 Bituminous Concrete Grading II for traffic <20 MSA - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Ref to MoRT&H : IRC - 507 m³ 557.1 11501.7

11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 748 785.4 400 314160 11 Boundary pillar / Guard Stone - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. Ref to MoRT&H : IRC - 807 each 400 785.4

12 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2927 3073.35 4 12293.4 12 Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Ordinary kilometer stone (precast). Ref to MoRT&H : IRC - 805 each 4 3073.35

13 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 842 884.1 16 14145.6 13 Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - 200 m stone (precast). Ref to MoRT&H : IRC - 805 each 16 884.1

14 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 3576 3754.8 8 30038.4 14 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 60 cm equilateral triangle. Ref to MoRT&H : IRC - 801 each 8 3754.8

15 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4297 4511.85 8 36094.8 15 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 60 cm circular. Ref to MoRT&H : IRC - 801 each 8 4511.85

16 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 9010 9460.5 3.6 34057.8 16 Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 m² 3.6 9460.5

17 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 383.25 566 216919.5 17 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806 No. 566 383.25

18 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 556.5 999.24 556077.06 18 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Ref to MoRT&H : IRC - 803 m² 999.24 556.5

19 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 37970 39868.5 2 79737 19 Pedestrian Crossings as per IRC 99-2018 - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 - Single lane with formation width of 5.75 m. Ref to MoRT&H : IRC - IRC 99 : 2018 No. 2 39868.5

20 Category : Vol - 1 -Chapter -I- Earth Work --- 119 124.95 2516.76 314469.16 20 Manual Means - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m³) m³ 2516.76 124.95

21 Category : Vol - 1 -Chapter -I- Earth Work --- 474 497.7 1323.39 658651.2 21 Manual Means - 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. m³ 1323.39 497.7

Descrp Unit Qty Rate

1 Category : Vol - 1 -Chapter -I- Earth Work --- 102 107.1 26.63 2852.07 1 Mechanical Means - 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 m³ 26.63 107.1

2 Category : Vol - 1 -Chapter -II- Concrete Works 0 5989 6288.45 6.87 43201.65 2 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 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 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 m³ 6.87 6288.45

3 Category : Vol - 1 -Chapter -II- Concrete Works 0 6323 6639.15 34.64 229980.16 3 Providing and laying in position 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 necessary, 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. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 34.64 6639.15

4 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 7958 8355.9 30 250677 4 PIPE CULVERTS - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia. Ref to MoRT&H : IRC - 1101.6 m 30 8355.9

5 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 2592 2721.6 22.5 61236 5 Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. Ref to MoRT&H : IRC - 1101.6 m 22.5 2721.6

6 Category : Vol - 1 -Chapter -II- Concrete Works 0 79011 82961.55 0.7 58073.08 6 Steel Fabrication 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. All other type of structures t 0.7 82961.55

Descrp Unit Qty Rate

1 Item Code : As per SE BGM approved rate for 2023-24) 39810 0.28 No --- 11146.8 1 Road Maintenance for 3rd year for road with DBM+BC as wearing Coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by cleaning cleaning, reshaping deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. Whee washing of parapet walls of CD work and tree trunks. Patching of shallow and deep potholes using premix bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance Km 0.28 39810

2 Item Code : As per SE BGM approved rate for 2023-24) 73440 0.28 No --- 20563.2 2 Road Maintenance for 4th year for road with DBM+BC as wearing Coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing. cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and ikm stones White washing of parapet walls of CD work and tree trunks. Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance Road Km 0.28 73440

3 Item Code : As per SE BGM approved rate for 2023-24) 101980 0.28 No --- 28554.4 3 Maintenance for 5th year with DBM+BC coat as wearing Coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing cleaning, reshaping deepening of side drains Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road arid Repairs to CDs including Vent Clearance Km 0.28 101980

4 Item Code : As per SE BGM approved rate for 2023-24) 36230 3.02 No --- 109414.6 4 Road Maintenance for 3rd year for road with DBM+BC as wearing Coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by cleaning cleaning, reshaping deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. Whee washing of parapet walls of CD work and tree trunks. Patching of shallow and deep potholes using premix bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance Km 3.02 36230

5 Item Code : As per SE BGM approved rate for 2023-24) 64240 3.02 No --- 194004.8 5 Road Maintenance for 4th year for road with DBM+BC as wearing Coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing. cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and ikm stones White washing of parapet walls of CD work and tree trunks. Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance Road Km 3.02 64240

6 Item Code : As per SE BGM approved rate for 2023-24) 87690 3.02 No --- 264823.8 6 Maintenance for 5th year with DBM+BC coat as wearing Coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing cleaning, reshaping deepening of side drains Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road arid Repairs to CDs including Vent Clearance Km 3.02 87690

Sl No Description Unit Qty Rate Amount

1 Item Code : AR SE BGV NO.56211 DATED 06.01.2026 48500 24 No --- 1164000 1 Decorative light single poles Fabricating supplying and erection of 10 Mtrs long hot dip Galvanized conical pole with BSEN 10025 Grade 5 355 JO Steel plate for shaft 1S 2052 for base plate with door opening arrangements including suitable boards, bakelinge sheet for MCBs as per IS specification suitable to withsand the wind speed of 47. M/sec for 10 mtr pole in single section and single joint welded as per IS 9595/IS 10178AWS having stone botton 200mm top 70mm with 3mm thick the poles should be painted ashtetically using good quality autocoat paint the side pole should be 3 mtr height 165 mm dia 3mm thick. having 1 mtr performation from 1.5 mtr to 2.5 mtr height the polycarbonate pipe housed inside the performation along with changing LED visible from all sides the foundations plate should be suitable aluminium head placed at top including PC cover having 7watt LED bulb inside suitable base plate 4 Nos 24 Long 1 bolts along with template and the pole shall be hot dip galvanized dipping with not less than 65 micron as per ASTM A123 and 153 etc. No 24 48500 1164000

2 Item Code : PWD ELE SR 46 OF 105 11.8.6 14705 24 No --- 352920 2 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr Lumen Maintenance of 70 maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC-60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency130lm/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer CreeNichiaLumiledsOsram make LED Source LED Streetlight 150W No 24 14705 352920

3 Item Code : PWD ELE SR56 OF 105 13.5 162 24 No --- 3888 3 Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. Each 24 162 3888

4 Item Code : ESCOM SR 13 OF 81 32.05 141842 0.5 No --- 70921 4 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LT UG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 - 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) Km 0.5 141842 70921

5 Item Code : ESCOM SR 13 OF 81 32.07 139549 0.04 No --- 5581.96 5 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) Km 0.04 139549 5581.96

6 Item Code : WR SR page no. 95, 9.1.1 189 530 No --- 100170 6 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0, 63mm dia " Mtr 530 189 100170

7 Item Code : PWD ELE SR 6 OF 105 2.5.8 113 288 No --- 32544 7 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:2010 - 3C X 2.5 Sq.mm Mtr 288 113 32544

8 Item Code : PWD ELE SR 5 OF 105 2.3.5 92 20 No --- 1840 8 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 confirming to latest amendments.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority.The following additional tests are compulsory either to be conducted at works or independent lab with witness by inspecting authority. Additional Tests for FRLS-Applicable Standard Oxygen Index -IS 694-2010, Clause 16.8 Temperature Index -IS 694-2010, Clause 16.13 Smoke Density -IS 694-2010, Clause 16.14 Test for Halogen Acid Gas evaluation -IS 694-2010, Clause 16.12 - 6 mm2 Mtr 20 92 1840

9 Item Code : ESCOM SR 52 OF 81 21.05 20886 0.54 No --- 11278.44 9 Laying of Cable in Existing Trench/GI Pipe/Stone Ware/RCC Hume pipe Using Wooden/Aluminium Rollers as Directed by the Department Staff - LT Cable - 2.5 to 25 Sqmm Km 0.54 20886 11278.44

10 Item Code : ESCOM sr 27 OF 81 60.02 2 192 No --- 384 10 Aluminium End Terminal (Lug) - 16 sqmm No 192 2 384

11 Item Code : ESCOM sr 27 OF 81 60.03 3 8 No --- 24 11 Aluminium End Terminal (Lug) - 25 sqmm No 8 3 24

12 Item Code : WR SR page 157 page, 13.39 3750 2 No --- 7500 12 Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia Item Code : KPWD SR vol 1 page 16, 2.3.1 2 3750 7500

16 Item Code : KPWD SR vol 1 page 16, 2.3.1 6221 10.37 No --- 64511.77 16 Providing and laying in 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates" Cum 10.37 6221 64511.77

17 Item Code : KPWD SR vol 1 page 18, 2.11 ,h 80019 1.08 No --- 86420.52 17 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. for foundation Tonne 1.08 80019 86420.52

18 Item Code : PWD ELE SR 20 of 105 5.42.1 0.5 22800 No --- 11400 18 Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG Sq CM 22800 0.5 11400

19 Item Code : PWD ELE SR 20 OF 105 5.41.2 395 10 No --- 3950 19 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm Mtr 10 395 3950

20 Item Code : PWD ELE SR 19 of 105 5.38 515 3 No --- 1545 20 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. Each 3 515 1545

21 Item Code : PWD ELE SR 18 OF 105 5.18.9 3088 2 No --- 6176 21 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 - 6- 32Amps TPN Each 2 3088 6176

22 Item Code : PWD ELE SR 17 OF 105 5.18.1 415 3 No --- 1245 22 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. - 6-32Amps SP Each 3 415 1245

23 Item Code : PWD ELE 20 OF 105 5.40.1 2465 2 No --- 4930 23 Supplying . amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. - 100Amps 4x30x6mm Aluminium Strips Mtr 2 2465 4930

24 Item Code : PWD ELE 16 OF 105 5.14.5 10141 2 No --- 20282 24 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947 - 60 to 70Amps Amps Each 2 10141 20282

25 Item Code : PWD ELE 21 OF 105 5.48 4843 1 No --- 4843 25 Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers. Each 1 4843 4843

26 Item Code : PWD ELE 14 OF 105 5.7.2 241 3 No --- 723 26 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. - 32Amps Each 3 241 723

27 Item Code : 5.33 9315 2 No --- 18630 27 Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, kVA, kWH, kVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy Each 2 9315 18630

28 Item Code : PWD ELE SR 20 of 105 5.42.1 60 180 No --- 10800 28 Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG m 180 60 10800

29 Item Code : PWD ELE SR 20 of 105 5.42.1 40 180 No --- 7200 29 Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG m 180 40 7200

30 Item Code : PWD ELE SR 20 of 105 5.42.1 40 120 No --- 4800 30 Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. - 14SWG m 120 40 4800

31 Item Code : KPWD SR vol 1 page 8 , 1.14.1 102 13.5 No --- 1377 31 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 1.14.1 In all kinds of soils Depth upto 3 m Cum 13.5 102 1377

Sl No Description Unit Qty Rate Amount

1 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 1108 1163.4 138.63 161282.14 1 Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - Lime /Cement Concrete - By Mechanical Means - Prestressed / RCC grade M-20 & above m³ 138.63 1163.4 161282.14200000002

2 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 1374 1442.7 37.5 54101.25 2 Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. - Above 900 mm m 37.5 1442.7 54101.25

3 Category : Vol - 3 -Chapter -16- PANCHAYATH RAJ ENGINEERING DEPARTMENT ITEMS --- 8425 8846.25 10 88462.5 3 PIPE CULVERTS - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1200mm dia. Ref to MoRT&H : IRC - 1101.6 m 10 8846.25 88462.5

4 Category : Vol - 1 -Chapter -I- Earth Work --- 474 497.7 390 194103 4 Manual Means - 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. m³ 390 497.7 194103

5 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 6213.9 98.62 612814.82 5 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 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 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 m³ 98.62 6213.9 612814.818

6 Category : Vol - 1 -Chapter -II- Concrete Works 0 87305 91670.25 32 2933448 6 Steel Fabrication 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. Foundations of Bridges t 32 91670.25 2933448

7 Category : Vol - 1 -Chapter -II- Concrete Works 0 87532 91908.6 20.92 1922727.91 7 Steel Fabrication 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. Sub structure of Bridges t 20.92 91908.6 1922727.9120000002

8 Category : Vol - 1 -Chapter -II- Concrete Works 0 87758 92145.9 23.75 2188465.12 8 Steel Fabrication 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. Super structure of Bridges t 23.75 92145.9 2188465.125

9 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 6727 7063.35 13.5 95355.22 9 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2700 m³ 13.5 7063.35 95355.225

10 Category : Vol - 2 -Chapter -5- Stone Masonry Works 0 6364 6682.2 12.58 84062.08 10 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) m³ 12.58 6682.2 84062.076

11 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 138 144.9 92.8 13446.72 11 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Ref to MoRT&H : IRC - 2706 & 2200 m 92.8 144.9 13446.72

12 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 3271 3434.55 12 41214.6 12 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 No 12 3434.55 41214.600000000006

13 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 1168 1226.4 1518.24 1861969.54 13 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification - Granular material. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 m³ 1518.24 1226.4 1861969.536

14 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 733 769.65 60 46179 14 Boundary pillar / Guard Stone - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. Ref to MoRT&H : IRC - 807 each 60 769.65 46179

15 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 2070 2173.5 71.4 155187.9 15 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Ref to MoRT&H : IRC - 2703, 1500, 1600 & 1700 m 71.4 2173.5 155187.90000000002

16 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4421 4642.05 80 371364 16 Metal Beam Crash Barrier - Type - B, THRIE : Metal Beam Crash Barrier - Providing and erecting a Thrie metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810. Ref to MoRT&H : IRC - 811 m 80 4642.05 371364

17 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 137 143.85 36 5178.6 17 Filler joint - Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Ref to MoRT&H : IRC - 2605 m 36 143.85 5178.599999999999

18 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2021 2122.05 4 8488.2 18 Road Delineators - Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Ref to MoRT&H : IRC - 806 each 4 2122.05 8488.2

19 Category : Vol - 3 -Chapter -13- SUPER-STRUCTURE OF BRIDGES --- 84 88.2 144 12700.8 19 Painting on concrete surface - Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.. Ref to MoRT&H : IRC - 800 m² 144 88.2 12700.800000000001

20 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4735 4971.75 2 9943.5 20 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. - 90 cm equilateral triangle each 2 4971.75 9943.5

21 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2476.95 13.5 33438.82 21 Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 m³ 13.5 2476.95 33438.825

22 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 2677 2810.85 241.26 678145.67 22 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. Ref to MoRT&H : IRC - 710.1.4. of IRC :78 & 2200 m³ 241.26 2810.85 678145.671

1 Item Code : CSR 2024-25 Volume- 1 Page No. 16 Item Code- 2.3.2 7297.63 328.52 No --- 2397417.41 1 Providing and laying in 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 328.52 7297.63 2397417.4076

2 Item Code : CSR 2024-25 Volume- 1 Page No. 111 Item Code- 5 291.9 124.8 No --- 36429.12 2 4 for Open Foundation as per Additionalities for Formwork, Centering & Scaffolding Addendum I, Sl No. 5 Page No. 111 Cum 124.8 291.9 36429.119999999995

3 Item Code : CSR 2024-25 Volume- 1 Page No. 111 Item Code- 10 729.76 203.72 No --- 148666.71 3 Add 10% for Retaining Wall as per Additionalities for Formwork, Centering & Scaffolding Addendum I, Sl No. 10 Page No. 111 Cum 203.72 729.76 148666.7072

4 Item Code : CSR 2024-25 Volume- 1 Page No. 16 Item Code- 2.4.3 7132.68 345.14 No --- 2461773.18 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 345.14 7132.68 2461773.1752

5 Item Code : CSR 2024-25 Volume- 1 Page No. 111 Item Code- 10 713.26 345.14 No --- 246174.56 5 Add 10% for Retaining Wall as per Additionalities for Formwork, Centering & Scaffolding Addendum I, Sl No. 10 Page No. 111 Cum 345.14 713.26 246174.5564

6 Item Code : CSR 2024-25 Volume- 1 Page No. 16 Item Code- 2.5.2 7713.42 190.85 No --- 1472106.21 6 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 190.85 7713.42 1472106.207

7 Item Code : CSR 2024-25 Volume- 1 Page No. 112 Item Code- 1 1542.68 190.85 No --- 294420.48 7 Add 20% for Solid Slab Super Structure as per Additionalities for Formwork, Centering & Scaffolding Addendum I, Sl No. 1 Page No. 112 Cum 190.85 1542.68 294420.478

8 Item Code : CSR 2024-25 Volume- 3 Page No. 122 Item Code- 13.9 12830.12 27 No --- 346413.24 8 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Cum 27 12830.12 346413.24000000005

9 Item Code : CSR 2024-25 Volume- 3 Page No. 121 Item Code- 13.2 14990.43 46.6 No --- 698554.04 9 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and TechnicalSpecifications. (Batching Plant) Unit 46.6 14990.43 698554.0380000001

10 Item Code : CSR 2024-25 Volume- 1 Page No. 8 Item Code- 1.14.1 116.83 2454.26 No --- 286731.2 10 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 2454.26 116.83 286731.19580000004

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

Sl No Description Unit Qty Rate Amount

1 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 6.3 1045 6583.5 1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref to MoRT&H : IRC - 305.4.3 m² 1045 6.3 6583.5

2 Category : Vol - 1 -Chapter -I- Earth Work --- 474 497.7 1366.68 680196.64 2 Manual Means - 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. m³ 1366.68 497.7 680196.636

3 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 517.65 647.66 335261.2 3 Construction of Subgrade and Earthen Shoulders - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref to MoRT&H : IRC - 305 m³ 647.66 517.65 335261.19899999996

4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2476.95 235.12 582380.48 4 Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 m³ 235.12 2476.95 582380.4839999999

5 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2686.95 323 867884.85 5 Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 m³ 323 2686.95 867884.85

6 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 63 66.15 1235 81695.25 6 Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502 m² 1235 66.15 81695.25

7 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 22 23.1 1235 28528.5 7 Tack coat on Granular surface treated with primer - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 m² 1235 23.1 28528.5

8 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 9813 10303.65 61.75 636250.39 8 Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Ref to MoRT&H : IRC - 504 m³ 61.75 10303.65 636250.3875

9 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 13601 14281.05 30.88 440998.82 9 Semi Dense Bituminous Concrete - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Ref to MoRT&H : IRC - IRC-37:2018 m³ 30.88 14281.05 440998.82399999996

10 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 556.5 56.25 31303.12 10 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Ref to MoRT&H : IRC - 803 m² 56.25 556.5 31303.125

11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 383.25 87 33342.75 11 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806 No. 87 383.25 33342.75

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings FY 2025-26

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings (Ground floor leftover and incomplete works)

Sl No Desrription Unit Qty Rate Amount

1 Category : Vol - 1 -Chapter -I- Earth Work --- 102 105.06 10.35 1087.37 1 Mechanical Means - 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 m³ 10.35 105.06 1087.371

2 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 6095.54 4.88 29746.24 2 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 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 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 m³ 4.88 6095.54 29746.2352

3 Category : Vol - 2 -Chapter -5- Stone Masonry Works 0 6181 6366.43 17.13 109056.95 3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) m³ 17.13 6366.43 109056.94589999999

4 Category : Vol - 1 -Chapter -II- Concrete Works 0 6734 11097.63 3.07 34069.72 4 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 3.07 11097.63 34069.72409999999

5 Category : Vol - 1 -Chapter -II- Concrete Works 0 6734 10057.23 2.87 28864.25 5 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 2.87 10057.23 28864.2501

6 Category : Vol - 1 -Chapter -II- Concrete Works 0 90464 93177.92 0.6 55906.75 6 Steel Fabrication 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. Buildings t 0.6 93177.92 55906.752

7 Category : Vol - 2 -Chapter -6- Masonry Works 0 7978 8217.34 26.4 216937.78 7 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. m³ 26.4 8217.34 216937.77599999998

8 Category : Vol - 2 -Chapter -11- Steel and Aluminium Work 0 183 188.49 818.37 154254.56 8 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. kg 818.37 188.49 154254.5613

9 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 98815 101779.45 0.36 36640.6 9 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. m³ 0.36 101779.45 36640.602

10 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 4300 4429 6.3 27902.7 10 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. 40 mm thick one side teak and one side commercial m² 6.3 4429 27902.7

11 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 1015 1045.45 2 2090.9 11 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. No. 2 1045.45 2090.9

12 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 3635 3744.05 3.78 14152.51 12 Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. - 35 mm thickness m² 3.78 3744.05 14152.509

13 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 6734 6936.02 33.75 234090.68 13 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&Ps shall not be made) m² 33.75 6936.02 234090.67500000002

14 Category : Vol - 2 -Chapter -8- Finishing 0 382 393.46 217.63 85628.7 14 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. m² 217.63 393.46 85628.69979999999

15 Category : Vol - 2 -Chapter -8- Finishing 0 44 45.32 224.74 10185.22 15 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide m 224.74 45.32 10185.2168

16 Category : Vol - 2 -Chapter -8- Finishing 0 253 260.59 197.07 51354.47 16 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. m² 197.07 260.59 51354.47129999999

17 Category : Vol - 2 -Chapter -8- Finishing 0 100 103 382.25 39371.75 17 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. m² 382.25 103 39371.75

18 Category : Vol - 2 -Chapter -9- Flooring 0 1310 1349.3 107.92 145616.46 18 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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. Size of Tile 600x1200 mm m² 107.92 1349.3 145616.456

19 Category : Vol - 2 -Chapter -9- Flooring 0 5326 5485.78 95.99 526580.02 19 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m² 95.99 5485.78 526580.0221999999

20 Category : Vol - 2 -Chapter -8- Finishing 0 139 143.17 38.97 5579.33 20 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. m² 38.97 143.17 5579.334899999999

21 Category : Vol - 2 -Chapter -8- Finishing 0 198 203.94 382.25 77956.06 21 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. m² 382.25 203.94 77956.065

22 Category : Vol - 2 -Chapter -8- Finishing 0 174 179.22 450.76 80785.21 22 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. m² 450.76 179.22 80785.2072

23 Category : Vol - 2 -Chapter -11- Steel and Aluminium Work 0 565 581.95 270 157126.5 23 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 270 581.95 157126.5

24 Category : Vol - 2 -Chapter -11- Steel and Aluminium Work 0 108 111.24 205.38 22846.47 24 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 205.38 111.24 22846.4712

25 Category : Vol - 2 -Chapter -7- Roofing 0 568 585.04 23.91 13988.31 25 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 g/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 cutting to size and shape wherever required. m² 23.91 585.04 13988.3064

26 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 0 318 327.54 50 16377 26 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 50 327.54 16377.000000000002

27 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 0 385 396.55 50 19827.5 27 Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. - 110mm nominal dia pipes m 50 396.55 19827.5

28 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 0 242 249.26 10 2492.6 28 Providing and fixing PTMT bib cock of approved quality and colour - 15 mm nominal bore, 90 mm long, weighing not less than 93 g No. 10 249.26 2492.6

29 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 0 220 226.6 10 2266 29 Providing and fixing PVC (S.W.R) Nahani Trap 10cms x 10cms with all fitting arrangements & all necessary accessories complete 1 Nahani trap 10 226.6 2266

30 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 0 131 134.93 10 1349.3 30 Providing and fixing PTMT stop cock of approved quality and colour - 15 mm nominal bore, 86 mm long, weighing not less than 88 g No. 10 134.93 1349.3000000000002

31 Category : Vol - 5 -Chapter -16- SANITARY WORKS --- 5454 5617.62 2 11235.24 31 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. each 2 5617.62 11235.24

32 Category : Vol - 5 -Chapter -18- MAINTENANCE WORKS --- 1962 2020.86 2 4041.72 32 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. each 2 2020.86 4041.72

33 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 1114 1147.42 5 5737.1 33 Providing and fixing aluminium die cast body tubular type universal hy- draulic 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. No. 5 1147.42 5737.1

34 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 243 250.29 18 4505.22 34 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. - 125mm No. 18 250.29 4505.22

35 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 120 123.6 25 3090 35 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. No. 25 123.6 3090

36 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 59 60.77 10 607.7 36 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. No. 10 60.77 607.7

37 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 990 1019.7 5 5098.5 37 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. No. 5 1019.7 5098.5

38 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 130 133.9 5 669.5 38 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 No. 5 133.9 669.5

39 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 82 84.46 10 844.6 39 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Bar- rel type) with necessary screws etc. complete : each 10 84.46 844.5999999999999

40 Category : Vol - 2 -Chapter -12- Wood and PVC Works 0 44 45.32 10 453.2 40 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125mm each 10 45.32 453.2

41 Category : Vol - 5 -Chapter -21- WATER PURIFICATION PLANTS --- 132000 135960 1 135960 41 Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components - For 150 LPH : Cabin Type each 1 135960 135960

42 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2429.77 154.26 374816.32 42 Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 m³ 154.26 2429.77 374816.32019999996

43 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 1161 1195.83 1028.4 1229791.57 43 Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H : IRC - IRC SP 63:2018 m² 1028.4 1195.83 1229791.572

44 Category : Vol - 1 -Chapter -II- Concrete Works 0 5918 6095.54 16.52 100698.32 44 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 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 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 m³ 16.52 6095.54 100698.3208

45 Item Code : PWD SR 23-24Vol-2 Page no A-24 Item no Sl.no 394 280 38.88 No --- 10886.4 45 Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm Kg 38.88 280 10886.400000000001

Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings( 2nd Floor)

Sl No Desrription Unit Qty Rate Amount

1 Category : Vol - 2 -Chapter -19- Dismantling & Demolition 2 2426 2548.76 3.09 7875.67 1 Demolishing R.C.C. work manually/ by mechanical means including stack- ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. m³ 3.09 2548.76 7875.6684000000005

2 Category : Vol - 1 -Chapter -II- Concrete Works 2 6734 12027.06 11.85 142520.66 2 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 11.85 12027.06 142520.661

3 Category : Vol - 1 -Chapter -II- Concrete Works 2 6734 11319.59 27.36 309703.98 3 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 27.36 11319.59 309703.9824

4 Category : Vol - 1 -Chapter -II- Concrete Works 2 6734 10258.38 3.56 36519.83 4 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 3.56 10258.38 36519.8328

5 Category : Vol - 1 -Chapter -II- Concrete Works 2 6734 10612.11 59.69 633436.85 5 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 59.69 10612.11 633436.8459

6 Category : Vol - 1 -Chapter -II- Concrete Works 2 90464 95041.48 17.37 1650870.51 6 Steel Fabrication 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. Buildings t 17.37 95041.48 1650870.5076000001

7 Category : Vol - 2 -Chapter -6- Masonry Works 2 7978 8381.69 65.78 551347.57 7 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. m³ 65.78 8381.69 551347.5682000001

8 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 98815 103815.04 0.74 76823.13 8 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. m³ 0.74 103815.04 76823.1296

9 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 4300 4517.58 13.23 59767.58 9 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. 40 mm thick one side teak and one side commercial m² 13.23 4517.58 59767.5834

10 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 1015 1066.36 5 5331.8 10 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. No. 5 1066.36 5331.799999999999

11 Category : Vol - 2 -Chapter -11- Steel and Aluminium Work 2 5221 5485.18 1.89 10366.99 11 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. m² 1.89 5485.18 10366.9902

12 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 3635 3818.93 7.56 28871.11 12 Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. - 35 mm thickness m² 7.56 3818.93 28871.1108

13 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 6734 7074.74 48.75 344893.58 13 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&Ps shall not be made) m² 48.75 7074.74 344893.575

14 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 5719 6008.38 3.36 20188.16 14 Providing & fixing of louvered ventilator 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 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&Ps shall not be made) m² 3.36 6008.38 20188.1568

15 Category : Vol - 2 -Chapter -11- Steel and Aluminium Work 2 183 192.26 1134 218022.84 15 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. kg 1134 192.26 218022.84

16 Category : Vol - 2 -Chapter -8- Finishing 2 382 401.33 292.65 117449.22 16 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. m² 292.65 401.33 117449.22449999998

17 Category : Vol - 2 -Chapter -8- Finishing 2 44 46.23 515.6 23836.19 17 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide m 515.6 46.23 23836.188

18 Category : Vol - 2 -Chapter -8- Finishing 2 253 265.8 613.46 163057.67 18 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. m² 613.46 265.8 163057.668

19 Category : Vol - 2 -Chapter -9- Flooring 2 1310 1376.29 244.63 336681.82 19 Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes 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. Size of Tile 600x1200 mm m² 244.63 1376.29 336681.82269999996

20 Category : Vol - 2 -Chapter -9- Flooring 2 2848 2992.11 232.7 696264 20 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 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. ** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. m² 232.7 2992.11 696263.997

21 Category : Vol - 2 -Chapter -9- Flooring 2 5326 5595.5 143.89 805136.5 21 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m² 143.89 5595.5 805136.4949999999

22 Category : Vol - 2 -Chapter -8- Finishing 2 100 105.06 874.72 91898.08 22 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. m² 874.72 105.06 91898.08320000001

23 Category : Vol - 2 -Chapter -8- Finishing 2 138 144.98 39.31 5699.16 23 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/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. m² 39.31 144.98 5699.1638

24 Category : Vol - 2 -Chapter -8- Finishing 2 139 146.03 54 7885.62 24 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. m² 54 146.03 7885.62

25 Category : Vol - 2 -Chapter -8- Finishing 2 198 208.02 874.72 181959.25 25 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. m² 874.72 208.02 181959.2544

26 Category : Vol - 2 -Chapter -8- Finishing 2 174 182.8 292.65 53496.42 26 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. m² 292.65 182.8 53496.42

27 Category : Vol - 2 -Chapter -11- Steel and Aluminium Work 2 565 593.59 265.05 157331.03 27 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 265.05 593.59 157331.0295

28 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 2 318 334.09 50 16704.5 28 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 50 334.09 16704.5

29 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 2 385 404.48 50 20224 29 Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. - 110mm nominal dia pipes m 50 404.48 20224

30 Category : Vol - 2 -Chapter -14- Sanitary and Bath Fittings 2 4838 5082.8 4 20331.2 30 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 : W.C. pan with ISI marked white solid plastic seat and lid each 4 5082.8 20331.2

31 Category : Vol - 2 -Chapter -14- Sanitary and Bath Fittings 2 8642 9079.29 5 45396.45 31 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 5 9079.29 45396.450000000004

32 Category : Vol - 2 -Chapter -10- Cladding Works 2 2785 2925.92 1.88 5500.73 32 Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal parti- tions by cutting a chase of appropriate width with chase cutter and embed- ding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. m² 1.88 2925.92 5500.7296

33 Category : Vol - 2 -Chapter -14- Sanitary and Bath Fittings 2 3082 3237.95 5 16189.75 33 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps each 5 3237.95 16189.75

34 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 2 242 254.25 30 7627.5 34 Providing and fixing PTMT bib cock of approved quality and colour - 15 mm nominal bore, 90 mm long, weighing not less than 93 g No. 30 254.25 7627.5

35 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 2 131 137.63 25 3440.75 35 Providing and fixing PTMT stop cock of approved quality and colour - 15 mm nominal bore, 86 mm long, weighing not less than 88 g No. 25 137.63 3440.75

36 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 243 255.3 24 6127.2 36 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. - 125mm No. 24 255.3 6127.200000000001

37 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 1114 1170.37 24 28088.88 37 Providing and fixing aluminium die cast body tubular type universal hy- draulic 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. No. 24 1170.37 28088.879999999997

38 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 120 126.07 24 3025.68 38 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. No. 24 126.07 3025.68

39 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 59 61.99 24 1487.76 39 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. No. 24 61.99 1487.76

40 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 990 1040.09 24 24962.16 40 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. No. 24 1040.09 24962.159999999996

41 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 130 136.58 33 4507.14 41 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 No. 33 136.58 4507.14

42 Category : Vol - 2 -Chapter -12- Wood and PVC Works 2 44 46.23 24 1109.52 42 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125mm each 24 46.23 1109.52

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings (Terrace floor construction)

Sl No Desrription Unit Qty Rate Amount

1 Category : Vol - 1 -Chapter -II- Concrete Works 3 6734 12144.97 6.2 75298.81 1 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6.2 12144.97 75298.814

2 Category : Vol - 1 -Chapter -II- Concrete Works 3 6734 11430.56 2.55 29147.93 2 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 2.55 11430.56 29147.927999999996

3 Category : Vol - 1 -Chapter -II- Concrete Works 3 6734 10358.95 0.3 3107.68 3 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0.3 10358.95 3107.685

4 Category : Vol - 2 -Chapter -6- Masonry Works 3 7978 8463.86 36.86 311977.88 4 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. m³ 36.86 8463.86 311977.87960000004

5 Category : Vol - 1 -Chapter -II- Concrete Works 3 6734 10716.15 6.85 73405.63 5 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 6.85 10716.15 73405.62749999999

6 Category : Vol - 1 -Chapter -II- Concrete Works 3 90464 95973.26 3.89 373335.98 6 Steel Fabrication 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. Buildings t 3.89 95973.26 373335.9814

7 Category : Vol - 2 -Chapter -12- Wood and PVC Works 3 98815 104832.83 0.1 10483.28 7 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. m³ 0.1 104832.83 10483.283000000001

8 Category : Vol - 2 -Chapter -12- Wood and PVC Works 3 1015 1076.81 1 1076.81 8 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. No. 1 1076.81 1076.81

9 Category : Vol - 2 -Chapter -12- Wood and PVC Works 3 4300 4561.87 1.89 8621.93 9 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. 40 mm thick one side teak and one side commercial m² 1.89 4561.87 8621.934299999999

10 Category : Vol - 2 -Chapter -12- Wood and PVC Works 3 6734 7144.1 4.5 32148.45 10 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&Ps shall not be made) m² 4.5 7144.1 32148.45

11 Category : Vol - 2 -Chapter -11- Steel and Aluminium Work 3 183 194.14 100.17 19447 11 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. kg 100.17 194.14 19447.0038

12 Category : Vol - 2 -Chapter -8- Finishing 3 382 405.26 263.89 106944.06 12 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) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge 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. m² 263.89 405.26 106944.06139999999

13 Category : Vol - 2 -Chapter -8- Finishing 3 44 46.68 235.52 10994.07 13 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment Plaster mesh 200mm wide m 235.52 46.68 10994.0736

14 Category : Vol - 2 -Chapter -8- Finishing 3 253 268.41 73.97 19854.29 14 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. m² 73.97 268.41 19854.2877

15 Category : Vol - 2 -Chapter -9- Flooring 3 5326 5650.35 43.6 246355.26 15 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m² 43.6 5650.35 246355.26000000004

16 Category : Vol - 2 -Chapter -8- Finishing 3 100 106.09 113.6 12051.82 16 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. m² 113.6 106.09 12051.824

17 Category : Vol - 2 -Chapter -8- Finishing 3 138 146.4 5.62 822.77 17 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/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. m² 5.62 146.4 822.768

18 Category : Vol - 2 -Chapter -8- Finishing 3 139 147.47 4.5 663.62 18 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. m² 4.5 147.47 663.615

19 Category : Vol - 2 -Chapter -8- Finishing 3 198 210.06 113.6 23862.82 19 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. m² 113.6 210.06 23862.816

20 Category : Vol - 2 -Chapter -8- Finishing 3 174 184.6 263.89 48714.09 20 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. m² 263.89 184.6 48714.094

21 Category : Vol - 2 -Chapter -11- Steel and Aluminium Work 3 565 599.41 378 226576.98 21 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 378 599.41 226576.97999999998

22 Category : Vol - 2 -Chapter -15- Water Proofing 3 817 866.76 498.89 432417.9 22 polyurethane 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 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. m² 498.89 866.76 432417.89639999997

23 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 3 318 337.37 100 33737 23 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 100 337.37 33737

24 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 3 385 408.45 50 20422.5 24 Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. - 110mm nominal dia pipes m 50 408.45 20422.5

25 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 3 242 256.74 2 513.48 25 Providing and fixing PTMT bib cock of approved quality and colour - 15 mm nominal bore, 90 mm long, weighing not less than 93 g No. 2 256.74 513.48

26 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 3 131 138.98 2 277.96 26 Providing and fixing PTMT stop cock of approved quality and colour - 15 mm nominal bore, 86 mm long, weighing not less than 88 g No. 2 138.98 277.96

27 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 3 9 9.55 5000 47750 27 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 5000 9.55 47750

28 Category : Vol - 2 -Chapter -12- Wood and PVC Works 3 243 257.8 6 1546.8 28 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. - 125mm No. 6 257.8 1546.8000000000002

29 Category : Vol - 2 -Chapter -12- Wood and PVC Works 3 120 127.31 2 254.62 29 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. No. 2 127.31 254.62

30 Category : Vol - 2 -Chapter -12- Wood and PVC Works 3 59 62.59 2 125.18 30 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. No. 2 62.59 125.18

31 Category : Vol - 2 -Chapter -12- Wood and PVC Works 3 990 1050.29 2 2100.58 31 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. No. 2 1050.29 2100.58

32 Category : Vol - 2 -Chapter -12- Wood and PVC Works 3 130 137.92 2 275.84 32 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 No. 2 137.92 275.84

Sl No Desrription Unit Qty Rate Amount

1 Category : Vol - 1 -Chapter -II- Concrete Works 1 6734 11208.6 0.06 672.52 1 Providing and laying in position 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. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0.06 11208.6 672.516

2 Category : Vol - 2 -Chapter -9- Flooring 1 5326 5540.64 20.29 112419.59 2 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin- ished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. m² 20.29 5540.64 112419.5856

3 Category : Vol - 2 -Chapter -8- Finishing 1 139 144.6 48.27 6979.84 3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/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. m² 48.27 144.6 6979.842000000001

4 Category : Vol - 2 -Chapter -8- Finishing 1 174 181.01 266.86 48304.33 4 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/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. m² 266.86 181.01 48304.3286

5 Category : Vol - 2 -Chapter -11- Steel and Aluminium Work 1 565 587.77 194.4 114262.49 5 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 194.4 587.77 114262.488

6 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 1 318 330.82 10 3308.2 6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall - 25 mm nominal dia Pipes m 10 330.82 3308.2

7 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 1 385 400.52 10 4005.2 7 Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. - 110mm nominal dia pipes m 10 400.52 4005.2

8 Category : Vol - 2 -Chapter -13- Water Supply & Plumbing Work 1 242 251.75 4 1007 8 Providing and fixing PTMT bib cock of approved quality and colour - 15 mm nominal bore, 90 mm long, weighing not less than 93 g No. 4 251.75 1007

9 Category : Vol - 5 -Chapter -21- WATER PURIFICATION PLANTS --- 132000 135960 1 135960 9 Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant (RO+UF) with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. (Ref- detailed specification enclosed seperatly). Note:- 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components - For 150 LPH : Cabin Type each 1 135960 135960

10 Category : Vol - 2 -Chapter -6- Masonry Works 1 7978 8299.51 0.73 6058.64 10 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. m³ 0.73 8299.51 6058.6423

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings (ELE SF)

Sl No Desrription Unit Qty Rate Amount

1 Item Code : item no 1.2.1 p.no 2 66 210 No --- 13860 1 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary19/20 mm dia 2 mm thick m 210 66 13860

2 Item Code : item no 1.2.2 p.no 2 78 250 No --- 19500 2 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary 25 mm dia 2 mm thick m 250 78 19500

3 Item Code : item no 1.2.3 p.no 2 103 30 No --- 3090 3 Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wirewherever necessary 32 mm dia 2.5 mm thick m 30 103 3090

4 Item Code : item no 1.3.1 p.no 2 68 160 No --- 10880 4 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fishwire run throughout the conduit wherever necessary.19/20 mm dia 2 mm thick m 160 68 10880

5 Item Code : item no 1.3.2 p.no 2 79 180 No --- 14220 5 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fishwire run throughout the conduit wherever necessary.25 mm dia 2 mm thick m 180 79 14220

6 Item Code : item no 1.3.3 p.no 2 99 20 No --- 1980 6 Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever 0necessary.32 mm dia 2.5 mm thick m 20 99 1980

7 Item Code : item no 1.13 p.no 4 117 27 No --- 3159 7 Supplying And Fixing Metal Fan Box with Round Hook. No 27 117 3159

8 Item Code : item no 2.2.1 p.no 5 269 30 No --- 8070 8 Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box Point 30 269 8070

9 Item Code : item no 2.2.2 p.no 5 379 33 No --- 12507 9 Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Medium point above 3Mtr upto 6Mtr from tapping point to out let viaswitch box Point 33 379 12507

10 Item Code : item no 2.2.3 p.no 5 555 56 No --- 31080 10 Supplying and wiring adopting loop system in existing PVC Conduit/casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Long point above 6Mtr upto 10Mtr from tapping point to out let viaswitch box Point 56 555 31080

11 Item Code : item no 2.3.2 p.no 5 26 500 No --- 13000 11 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 1.5 mm2 m 500 26 13000

12 Item Code : item no 2.3.3 p.no 5 42 1600 No --- 67200 12 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 2.5 mm2 m 1600 42 67200

13 Item Code : item no 2.3.4 p.no 5 63 400 No --- 25200 13 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 4 mm2 m 400 63 25200

14 Item Code : item no 2.3.5 p.no 5 92 100 No --- 9200 14 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:2010 6 mm2 m 100 92 9200

15 Item Code : item no 3.4.1 p.no 8 138 2 No --- 276 15 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall1-2 Way Each 2 138 276

16 Item Code : item no 3.4.2 p.no 8 159 10 No --- 1590 16 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 3 Way Each 10 159 1590

17 Item Code : item no 3.4.3 p.no 8 177 2 No --- 354 17 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 4-5 Way Each 2 177 354

18 Item Code : item no 3.4.4 p.no 8 220 2 No --- 440 18 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6 Way Each 2 220 440

19 Item Code : item no 3.4.5 p.no 8 261 8 No --- 2088 19 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 8 Way Each 8 261 2088

20 Item Code : item no 3.4.6 p.no 8 319 2 No --- 638 20 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 10-12 Way Each 2 319 638

21 Item Code : item no 3.4.7 p.no 8 363 2 No --- 726 21 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 16 Way Each 2 363 726

22 Item Code : item no 3.4.8 p.no 8 405 6 No --- 2430 22 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 18 Way Each 6 405 2430

23 Item Code : item no 3.5.1 p.no 8 137 2 No --- 274 23 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 1 to 2 Module Each 2 137 274

24 Item Code : item no 3.5.2 p.no 8 161 10 No --- 1610 24 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 3 Module Each 10 161 1610

25 Item Code : item no 3.5.3 p.no 8 175 2 No --- 350 25 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 4 Module Each 2 175 350

26 Item Code : item no 3.5.4 p.no 8 234 2 No --- 468 26 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 6 Module Each 2 234 468

27 Item Code : item no 3.5.5 p.no 8 284 8 No --- 2272 27 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 8 Module Each 8 284 2272

28 Item Code : item no 3.5.6 p.no 8 344 2 No --- 688 28 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 10-12 Module Each 2 344 688

29 Item Code : item no 3.5.7 p.no 8 397 2 No --- 794 29 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 16 Module Each 2 397 794

30 Item Code : item no 3.5.8 p.no 8 457 6 No --- 2742 30 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existingmetal/PVC box. 18 Module Each 6 457 2742

31 Item Code : item no 3.6.1 p.no 9 102 180 No --- 18360 31 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch Each 180 102 18360

32 Item Code : item no 3.6.2 p.no 9 166 4 No --- 664 32 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch Each 4 166 664

33 Item Code : item no 3.6.3 p.no 9 171 30 No --- 5130 33 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket Each 30 171 5130

34 Item Code : item no 3.6.4 p.no 9 357 21 No --- 7497 34 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module Each 21 357 7497

35 Item Code : item no 3.6.7 p.no 9 180 6 No --- 1080 35 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16A One Way Switch Each 6 180 1080

36 Item Code : item no 3.6.8 p.no 9 177 2 No --- 354 36 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Bell Push Each 2 177 354

37 Item Code : item no 3.6.9 p.no 9 326 2 No --- 652 37 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32A DP Switch Each 2 326 652

38 Item Code : item no 3.6.10 p.no 9 236 8 No --- 1888 38 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6/16A Universal Socket Each 8 236 1888

39 Item Code : item no 3.6.11 p.no 9 156 4 No --- 624 39 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. TV/Telephone Socket. Each 4 156 624

40 Item Code : item no 5.18.4 p.no 17 739 12 No --- 8868 40 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC60898. 6-32 A DP Each 12 739 8868

41 Item Code : item no 5.18.7 p.no 17 1717 1 No --- 1717 41 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC60898. 6-32 A TPN Each 1 1717 1717

42 Item Code : item no 5.19.8 p.no 18 1854 2 No --- 3708 42 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWGMS enclosure. II - Double Door 8 Way SP & N Each 2 1854 3708

43 Item Code : item no 6.1 p.no 30 1492 6 No --- 8952 43 Supplying exhaust fan of 1440 RPM of 300 mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. Each 6 1492 8952

44 Item Code : item no 6.2.1 p.no 30 2969 1 No --- 2969 44 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete. 12" Sweep (300 mm) Each 1 2969 2969

45 Item Code : item no 6.4.1 p.no 30 2677 21 No --- 56217 45 Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/19 and also comply with IS: 1709/1984 with latest amendment, Rated voltage 220 V/50 Hz, Rated power upto 35 W +/- 10 %, Rated current As per IS:374/19, Rated power factor 0.9 lagging(min), Rated speed 350 +/- 10% RPM, Rated air delivery 210 +/- 10% Cubic Meter Minimum, Rated service value 6.2 CMM / W, Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class B motor insulation, Bearing Two ball bearings, Top 6202, Bottom 6201, as per IS specification, Motor winding. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 V, Insulation resistance Shall not be less than Two Mega Ohms (2M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/2019 with latest amendment, 2year manufacturer Warranty. (BLDC fans) 48" Sweep 5 Star (1200 mm) Each 21 2677 56217

46 Item Code : item no 9.3.3 p.no 38 68383 1 No --- 68383 46 Supplying, erecting, testing & commissioning of ON-LINE UPS system suitable for operation on 230V, 50Hz, A/C supply, with isolation transformer all accessories complete and Excluding batteriesand wiring complete. 5 kVA ON LINE UPS Each 1 68383 68383

47 Item Code : item no 9.4.5 p.no 38 23331 6 No --- 139986 47 Supplying, installation, testing & commissioning of 12V ..AH batteries in poly propylene container for D.G. sets. Low maintenance batteries, plate type. 120 AH capacity Each 6 23331 139986

48 Item Code : item no 11.2.1 p.no 43 623 12 No --- 7476 48 Supplying & fixing retrofit type-PL- LED Lamp ...... W LED linear source with CCT 6500 degree K, CRIGreater than 70%. efficacy Greater than80 lumen per W, lifeGreater than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF Greater than 0.95, power loss should Smaller than 5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to275 V. Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. 8-9 W Each 12 623 7476

49 Item Code : item no 11.3.1 p.no 43 551 2 No --- 1102 49 Supplying of .....feet -PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI Greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor Greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 2' - 9/10 W Each 2 551 1102

50 Item Code : item no 11.3.2 p.no 43 690 60 No --- 41400 50 Supplying of .....feet -PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI Greater than 80. Power Input: 220-240V@ 50/60Hz & Power factor Greater than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' - 20/22 W Each 60 690 41400

51 Item Code : item no 13.7.1 p.no 56 122 80 No --- 9760 51 Fixingall typesandall capacitiesof fluorescent / falseceiling/ spot light /CFL /LED fittings indoor on the wall/ ceiling /rafters /girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.On wall/ ceiling / Rafter / Girders Each 80 122 9760

52 Item Code : item no 13.10 p.no 57 171 21 No --- 3591 52 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring. Each 21 171 3591

53 Item Code : item no 13.12 p.no 57 197 21 No --- 4137 53 Extra length of GI pipe of class B 19mm dia for down rod. m 21 197 4137

54 Item Code : item no 13.13 p.no 57 707 7 No --- 4949 54 Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5 A, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire ofapproved make with wire mesh and wooden frame. Each 7 707 4949

55 Item Code : item no 12.57 p.no 54 4256 4 No --- 17024 55 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts. No 4 4256 17024

56 Item Code : item no 12.58.2 p.no 54 82 60 No --- 4920 56 GI/Copper strips for grounding connections, using necessary fixingmaterials as required. 25 x 3 mm GI strip m 60 82 4920

57 Item Code : item no 12.58.7 p.no 55 570 30 No --- 17100 57 GI/Copper strips for grounding connections, using necessary fixingmaterials as required. 25 x 3 mm Copper strip m 30 570 17100

58 Item Code : item no 15.5 p.no 63 3250 20 No --- 65000 58 Providing ABC Powder based MAP 50, 9Kg Supply and installation of 9kg Fire Extinguisher Mono Ammonium Phosphate Powder 50, Stored Pressure Type, Pressure Gauge, Gross Weight 14.90 Kg, empty weight 5.90 Kg, Can Height 615MM, Diameter 175M M, Discharge Time less than 13Secs, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 4 meters, applicable on Class A,8, C and electrically started Fire, A Rating 4A, 8 Rating 348, Can construction : Deep drawn & Co., Mig welded, valve Construciton : Forging and Mechining, Internal Coating of Can: Epoxy powder coating, External Coating of Can: Epoxy Polyster power coating, Sheet metal thickness: 2.00MM, 5 years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including including cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,including cost of supporting materials like MS stand & accessaries if it is fixing n floor / MS brackets & accessories if it is fixing on wall,, labour, usage charges of machinery complete as per specifications. complete IS 15683, CE Marked Each 20 3250 65000

59 Item Code : item no 15.112 p.no 93 1100 2 No --- 2200 59 Supplying of two bucket stand alongwith buckets. complete Each 2 1100 2200

60 Item Code : item no 15.113 p.no 93 975 3 No --- 2925 60 Supplying of Hand gloves. complete Each 3 975 2925

61 Item Code : item no 15.114 p.no 93 600 3 No --- 1800 61 Supplying of first aid box. complete Each 3 600 1800

62 Item Code : item no 15.115 p.no 93 150 3 No --- 450 62 Supplying of SAFETY MASK. complete Each 3 150 450

63 Item Code : item no 15.116 p.no 93 400 3 No --- 1200 63 Supplying of FIRST AID CHART with lamination. Complete Each 3 400 1200

64 Item Code : item no 15.117 p.no 93 1900 3 No --- 5700 64 Supplying and installation of RUBBER MAT 1mtr x 1mtr -1Omm thick. complete including cost of materials, labour, usage charges of machinery complete as per specifications. Each 3 1900 5700

65 Item Code : item no 3.6.12 p.no 9 337 4 No --- 1348 65 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. RJ45/I.O Outlet Cat-6. Each 4 337 1348

66 Item Code : item no 3.8 p.no 9 0.41 1000 No --- 410 66 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc, and fixing on existing wooden or metal box using N.F. screws Sq CM 1000 0.41 410

67 Item Code : item no 5.18.1 p.no 17 415 5 No --- 2075 67 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC60898. 6-32 A SP Each 5 415 2075

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings (NetworkSF) Sl No Desrription Unit Qty Rate Amount

1 Item Code : Item no 8.1 p.no 36 38 650 No --- 24700 1 Supplying and drawing UTP-CAT 6E LAN cable. m 650 38 24700

2 Item Code : Item no 8.2.2 p.no 36 21 300 No --- 6300 2 Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable. 2Pair m 300 21 6300

3 Item Code : Item no 8.3 p.no 36 44 100 No --- 4400 3 Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6. m 100 44 4400

4 Item Code : Item no 8.4.4 p.no 36 8835 1 No --- 8835 4 Supplying & Fixing of switch mounting rack with power manager & Cable manager. 12U with 450mm depth Each 1 8835 8835

5 Item Code : Item no 8.5 p.no 36 1457 1 No --- 1457 5 Supplying & Fixing of Power strip Each 1 1457 1457

6 Item Code : Item no 8.6 p.no 36 827 1 No --- 827 6 Supplying of shelf Each 1 827 827

7 Item Code : Item no 8.7 p.no 36 1582 1 No --- 1582 7 Supplying & fixing of Castor wheels to the Shelf (set of 4) Each 1 1582 1582

8 Item Code : Item no 8.8 p.no 36 1209 1 No --- 1209 8 Supplying & Fixing of Fan Each 1 1209 1209

9 Item Code : Item no 8.9.5 p.no 36 4700 1 No --- 4700 9 Supplying fixing of Network Switches 24 port 10/100 Switch Each 1 4700 4700

10 Item Code : Item no 8.10.1 p.no 36 490 12 No --- 5880 10 Supplying & fixing of I/O socket with back box Single I/O Each 12 490 5880

11 Item Code : Item no 8.10.2 p.no 37 550 2 No --- 1100 11 Supplying & fixing of I/O socket with back box Double I/O Each 2 550 1100

12 Item Code : Item no 8.11.2 p.no 37 257 14 No --- 3598 12 Supplying & Fixing of ... ms Cat 6 Patch Cable 2 m Each 14 257 3598

13 Item Code : Item no 8.12.2 p.no 37 4100 1 No --- 4100 13 Supplying & Fixing of Patch panel for LAN cabling 24 Port 10/100 patch panel Each 1 4100 4100

14 Item Code : Item no 8.13.2 p.no 37 383 1 No --- 383 14 Supplying and fixing of MDF krone junction box with KRONE Module / Telephone cable termination. 20 Pair m 1 383 383

Proposed Construction of Second floor of Bar Association Building in the premises of court complex at Chikodi of Belagavi District under HOA 4059-Judicial Buildings(LIFT)

Sl No Desrription Unit Qty Rate Amount

1 Item Code : item no 14 p.no 59 1526462.17 1 No --- 1526462.17 1 Design, supplying, erecting testing and commissioning of - Passenger/ Bed-cum-passenger hospital lift with speed of 1mtr per second, variable voltage variable frequency drive, with or without machine room for the available well size, operating at 415 V 3 phase 50 cycles AC supply, powder coated / Stainless Steel car entrance doors enclosures with suitable colour vinyl flooring, LED car illumination, emergency light, intercom and fan as desired by the user, central opening / side opening door with or without attendant operation, 7 segment display buttons, call register indicator, fireman drive, SS handrails inside car,full length infrared curtain in car door, automatic rescue device with batteries, voice announcing in regional/ international languages, Braille buttons with one year warranty and maintenance with necessary scaffolding and minor civil works like fixing of guide rail, counter weight etc., The total product and services shall adhere to IS 14665/2016 ( with latest amendments) part/section 1 to 5 with regards to general guidelines of fire safety rated doors, MRLL beams, pressure switch, manual change over for doors during emergency, ARD of 10 times with sufficient battery back up and standard dimensions of chair car and door openings for all sizes and capacities of lifts including fitness certificate and duly observing all other safety norms prescribed and adhere to CPWD specifications, PCB Norms, National Electricity Code (NEC), NBC-2016, IEC and Karnataka State Lifts, Escalators and Passengers Conveyers Act 2012 and Rules 2014. The Supplier shall be registered in Government Electrical Inspectorate in the State of Karnataka. Job 1 1526462.17 1526462.17

Design, supplying, erecting testing and commissioning of - Passenger/ Bed-cum-passenger hospital lift with speed of 1mtr per second, variable voltage variable frequency drive, with or without machine room for the available well size, operating at 415 V 3 phase 50 cycles AC supply, powder coated / Stainless Steel car entrance doors enclosures with suitable colour vinyl flooring, LED car illumination, emergency light, intercom and fan as desired by the user, central opening / side opening door with or without attendant operation, 7 segment display buttons, call register indicator, fireman drive, SS handrails inside car,full length infrared curtain in car door, automatic rescue device with batteries, voice announcing in regional/ international languages, Braille buttons with one year warranty and maintenance with necessary scaffolding and minor civil works like fixing of guide rail, counter weight etc., The total product and services shall adhere to IS 14665/2016 ( with latest amendments) part/section 1 to 5 with regards to general guidelines of fire safety rated doors, MRLL beams, pressure switch, manual change over for doors during emergency, ARD of 10 times with sufficient battery back up and standard dimensions of chair car and door openings for all sizes and capacities of lifts including fitness certificate and duly observing all other safety norms prescribed and adhere to CPWD specifications, PCB Norms, National Electricity Code (NEC), NBC-2016, IEC and Karnataka State Lifts, Escalators and Passengers Conveyers Act 2012 and Rules 2014. The Supplier shall be registered in Government Electrical Inspectorate in the State of Karnataka.