Construction of road network including foot paths, storm water drains, culverts, embankment pitching, kerb stones, street lighting and fencing at BARC-SMF Project, Challakere, Chitradurga, Karnataka.

Amount

Part - I - Civil Works

Part - II - Electrical works

Description of Work / Item(s)

Amount

Earthwork in excavation in foundations, trenches, pits, plinth beams etc. in cutting to proper lines, slopes and levels by mechanical means/manual means in ordinary and hard soils, for following depths including periodic survey and taking initial levels over the original ground prior to starting actual excavation work and final levels, supply of labour / tools & tackles / instruments / equipment / fuel, temporary work as necessary, dewatering including pumping if required, dressing of sides and ramming of bottom to proper level, clearing Jungle ( For entire construction area), preservation of precious objects / relics / objects of antequity etc. and delivery/handing over of the same to authorised persons/agencies appointed by BARC, supervision, fixing permanent points and markers, maintaining proper quality control, taking proper precautions to avoid slips of excavated edges as per the recommendations of slope stability analysis including shoring/strutting etc.,and loading, transporting and disposing excavated soils in designated areas within a lead of 50 m etc., all complete as per specifications and as directed by the Engineer-in-Charge. For depth up to & including 1.50 m

Earthwork in excavation in foundations, trenches, pits, plinth beams etc. in cutting to proper lines, slopes and levels by mechanical means/manual means in ordinary and hard soils, for following depths including periodic survey and taking initial levels over the original ground prior to starting actual excavation work and final levels, supply of labour / tools & tackles / instruments / equipment / fuel, temporary work as necessary, dewatering including pumping if required, dressing of sides and ramming of bottom to proper level, clearing Jungle ( For entire construction area), preservation of precious objects / relics / objects of antequity etc. and delivery/handing over of the same to authorised persons/agencies appointed by BARC, supervision, fixing permanent points and markers, maintaining proper quality control, taking proper precautions to avoid slips of excavated edges as per the recommendations of slope stability analysis including shoring/strutting etc., and loading, transporting and disposing excavated soils in designated areas within a lead of 50 m etc., all complete as per specifications and as directed by the Engineer-in-Charge. For depth beyond 1.50 m and up to & including 3.00 m.

Earthwork in excavation in foundations, trenches, pits, plinth beams etc. in cutting to proper lines, slopes and levels by mechanical means/manual mean like picks, hammers, crow bars, wedges, etc. in soft / decomposed rock (without blasting) for following depths, including periodic survey and taking initial levels over the original ground prior to starting actual excavation work & final levels, supply of labour / tools & tackles / instruments / equipment / fuel, temporary work as necessary, dewatering including pumping if required, dressing of sides and bottom to proper level, clearing Jungle ( For entire construction area), preservation of precious objects / relics / objects of antiquity etc. and delivery/handing over of the same to authorised persons/agencies appointed by BARC, supervision, fixing permanent points and markers, maintaining proper quality control, taking proper precautions to avoid slips of excavated edges as per the recommendations of slope stability analysis including shoring/strutting etc.,and loading, transporting and disposing excavated rock in designated areas to a lead of 50m etc. all complete as per specifications and as directed by the Engineer-in-Charge. For depth up to & including 1.50 m

Earthwork in excavation in foundations, trenches, pits, plinth beams etc. in cutting to proper lines, slopes and levels by mechanical means/manual mean like picks, hammers, crow bars, wedges, etc. in soft / decomposed rock (without blasting) for following depths, including periodic survey and taking initial levels over the original ground prior to starting actual excavation work & final levels, supply of labour / tools & tackles / instruments / equipment / fuel, temporary work as necessary, dewatering including pumping if required, dressing of sides and bottom to proper level, clearing Jungle ( For entire construction area), preservation of precious objects / relics / objects of antiquity etc. and delivery/handing over of the same to authorised persons/agencies appointed by BARC, supervision, fixing permanent points and markers, maintaining proper quality control, taking proper precautions to avoid slips of excavated edges as per the recommendations of slope stability analysis including shoring/strutting etc., and loading, transporting and disposing excavated rock in designated areas to a lead of 50m etc. all complete as per specifications and as directed by the Engineer-in-Charge. For depth beyond 1.50 m and up to & including 3.00 m

Earthwork in excavation in foundations, trenches, pits, plinth beams etc. in cutting to proper lines, slopes and levels by means of Chiselling, wedging, use of rock hammers, pneumatic breaking equipment & cutters or any other agreed method in hard rock (without blasting) for following depths, including periodic survey and taking initial levels over the original ground prior to starting actual excavation work & final levels, supply of labour / tools & tackles / instruments / equipment / fuel, temporary work as necessary, dewatering including pumping if required, dressing of sides and bottom to proper level, clearing Jungle ( For entire construction area), preservation of precious objects / relics / objects of antiquity etc. and delivery/handing over of the same to authorised persons/agencies appointed by BARC, supervision, fixing permanent points and markers, maintaining proper quality control, taking proper precautions to avoid slips of excavated edges as per the recommendations of slope stability analysis including shoring/strutting etc., and loading, transporting and disposing excavated rock in designated areas to a lead of 50m etc. all complete as per specifications and as directed by the Engineer-in-Charge. For depth up to & including 1.50 m

Earthwork in excavation in foundations, trenches, pits, plinth beams etc. in cutting to proper lines, slopes and levels by means of Chiselling, wedging, use of rock hammers, pneumatic breaking equipment & cutters or any other agreed method in hard rock (without blasting) for following depths, including periodic survey and taking initial levels over the original ground prior to starting actual excavation work & final levels, supply of labour / tools & tackles / instruments / equipment / fuel, temporary work as necessary, dewatering including pumping if required, dressing of sides and bottom to proper level, clearing Jungle ( For entire construction area), preservation of precious objects / relics / objects of antiquity etc. and delivery/handing over of the same to authorised persons/agencies appointed by BARC, supervision, fixing permanent points and markers, maintaining proper quality control, taking proper precautions to avoid slips of excavated edges as per the recommendations of slope stability analysis including shoring/strutting etc., and loading, transporting and disposing excavated rock in designated areas to a lead of 50m etc. all complete as per specifications and as directed by the Engineer-in-Charge. For depth beyond 1.50 m and up to & including 3.00 m

Providing and laying in position cement concrete of 1:4:8 (1 cement, 4 crushed sand, 8 graded stone aggregate of maximum size 20 / 40 mm) including necessary form work, consolidation, finishing, curing etc. complete as per specifications and drawings complete at all levels

Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels

Providing and fixing at all levels precast members using cement concrete of Grade M-30 in copings and / or bed blocks, plain window sills, shelves, louvers, steps, staircases, trench covers, drain covers etc. including hoisting and setting in position with C.M 1:3 (using crushed sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge.

Providing and laying in position Reinforced Cement Concrete (RCC) of Grade M-25 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including design mix, weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level, for culverts, road drainages etc.

Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including design mix, weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level for buildings, culverts, road drainages etc.

Extra (over and above the item no 10 & 11) rate for providing RCC of all grades in super structure of buildings up to 20.00 metre height.

Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tying in position with G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Reinforcement Steel supplied by the contractor Using Fe 500D TMT bars of specified grades of all sizes. TMT bars to be supplied by the contractor from the plants only using virgin materials

Providing Structural steel work in M.S Plain Plates and chequered Plates for Embedded Parts, Trench Covers, Connection plates etc. including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc. including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. Structural steel produced by using virgin materials shall be used. All test reports to be provided along with the supply of the materials.

Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, gates, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge. Up to and including 300 mm Joists, 350 mm channels, and below sections using materials . All test reports to be provided along with the supply of the materials

Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members like trusses, purlins, posts etc. using MS hollow / circular / square / rectangular tubular sections including applying a coat of Zinc chromate primer of approved make all as per specifications, drawings and as directed by the Engineer in charge

Providing and fixing at all levels MS bolts including nuts and washers of approved size, quality and make as per requirements and as per specifications, drawings complete all as directed at site by the Engineer in charge

Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, propping, staging, supports, bracings etc. and de-shuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels For Sub Structure (i.e. up to Plinth Level) of buildings, culverts, road drainages, foundations etc.

Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, propping, staging, supports, bracings etc. and de-shuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels For super structure of buildings up to 20.00 metre height.

Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. complete as per drawings and specifications.

Providing 12 mm thick plastering in cement mortar 1:4 without cement punning (using crushed sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curing all as per specifications, drawings and as directed at site complete.

Providing 20 mm thick plastering in C.M without cement punning 1:4 (using crushed sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curing all as per specifications, drawings and as directed at site complete.

Extra rate for providing cement punning for all types of mixes complete all as per specifications and as directed

Providing 6 mm thick cement plastering with C. M 1:3 in concrete surfaces (using crushed sand) finished with a floating coat of neat cement for bearing of RCC beams and slabs, including hacking of concrete surfaces with a pointed tool, scaffolding, finishing, curing etc. complete as per specifications and as directed by the Engineering-charge

Providing and grouting the joints of rubble stone pitching with cement mortar 1:3 and pointing the surfaces as directed complete as directed by the Engineer-in-charge

Providing and applying one coat of cement primer of approved brand on wall surface, kerb stones to receive specified paint including scaffolding complete all as per specifications and as directed by Engineer-in-charge

Providing and Painting two coats of synthetic enamel paint on Steel Surfaces of approved brand and manufacture to give an even shade without primer coat. Including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge

Dismantling of RCC works carefully manually / by mechanical means without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge

Demolishing Stone rubble masonry (In cement mortar) manually / by mechanical means carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge

Demolishing dry stone pitching in floors, drains etc. including stacking serviceable materials and disposal of unserviceable materials within 200 m lead

Dismantling Bituminous road including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead. Bituminous Road

Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. Debris up to 1 km

Lead charges for Lead Exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Debris Beyond 1 Km but up to and including 2 km

Preparation and consolidation of sub-grade (Proof Rolling) with power roller of 8 to 10T capacity including excavating earth to an average thickness of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and rerolling the subgrade and disposal of surplus earth within a lead of 200 m

Labour charges for dry stone pitching 22.5 cm thick by using good soling stones available at site, preparing the surface complete

Providing and applying tack coat using bitumen emulsion with Rapid Setting conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom etc. complete as per specifications and as directed by EIC. On WBM / WMM @ 0.75 kg / sqm

Providing and applying tack coat using bitumen emulsion with Rapid Setting conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom etc. complete as per specifications and as directed by EIC. On bituminous surface @ 0.50 kg / sqm

Providing laying bituminous macadam of thickness 50 to 75 mm as directed on prepared surface with specified graded crushed stone aggregate for profile corrective base / binder course including loading of aggregate with FE loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver to the required level and grade and rolling with road rollers, as per specification to achieve the proper compaction but excluding the cost of primer / tack coat with bitumen of Grade VG 30 @ 3.5% (percentage by weight of total mix)

Providing and laying dense bituminous concrete of thickness 25 to 40 mm as directed on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of bitumen with filler and stone aggregate in hot mix plant transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per specification, to achieve proper compaction but excluding cost of primer / tack coat with bitumen of grade VG 30 @ 5% (percentage by weight of total mix)

Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade / colour using hot thermoplastic material by fully / semi automatic thermoplastic paint applicator machine fitted with profile shoe healer, glass beads dispenser, propane tank heater etc. driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, dust, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and in accordance with specifications and as directed by the Engineer-in-charge

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50 mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge

Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-35 grade made by block making machines with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 150 mm thick compacted bed of stone dust / Murrum, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge

Providing and fixing dry stone pitching 22.5 cm thick laid in required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface with compaction etc. all complete as directed by the Engineer-in-charge.

Providing and laying, spreading and compacting granular sub-base (GSB) material up to 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for and before laying GSB existing soil is to be compacted)

Providing, laying, spreading and compacting hand broken/ crushed stone aggregate, Wet Mix Macadam including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tippers to the site and laying material in uniform thickness and laying by mechanical paver including rolling with road roller 8/10 tonne capacity in stages to proper grade and camber spreading and brooming etc. complete as directed by the Engineer-in-Charge (Compacted thickness only will be measured and paid for and before laying WMM existing layer is to be compacted)

Providing & fixing barbed wire to MS posts conforming to IS : 278 of approved make & having 2.5 mm line barbed wire & 2 mm point wire, 2 ply 4 pointed barbs at 75 mm apart including providing & fixing of barbed wire with suitable U bolts and nuts all as per drawing & specifications as directed by the Engineer In charge.(Rate shall include cost of Barbed wire, U bolts & nuts, making holes to the MS angle etc.). With G.I. barbed wire having 2.5 mm line barbed wire & 2 mm point wire (Mass of Complete Barbed wire shall be between 108-125 gm/m).

Providing & Fixing of wire fabric chain link fencing of 50 mm x50mmx 4 mm thick to the angle post including strengthening with 3mm dia wire at top & bottom, providing & fixing of nuts & bolts, 6 mm dia vertical bar at every angle post & washers, making holes to the angles etc. as required to complete the work as per specifications, drawing & the direction of the EIC. Cost of 6mm dia vertical bar shall be paid under respective item. Note: The existing barbed wire fencing (along with the stones) of 2.5 km length is to be removed by the successful bidder during the execution of the chain-link fencing. The removed barbed wire fencing (along with the stones) is to be transported and stored at a location specified by the EIC. Bidders are requested to quote the rate for the item, including the cost of removing the existing barbed wire fencing and stones for 2.5 km in length.

Supplying , cutting to shape and fixing specified diameter UPVC pipes as per IS 4985 in RR Masonry/ RCC walls for weep holes complete all as per drawings and as specified at site. 90 mm dia UPVC Pipes

Providing and constructing Course Rubble masonry ( first sort) using approved hard stone in foundation, for chain-link fencing; in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, , curing etc. complete as per drawings and specifications.

Providing two coats of synthetic enamel paint of approved brand and manufacture on new work ( including kerb stones) of required colour to give an even shade.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

150 mm dia. R.C.C. pipe

300 mm dia. R.C.C. pipe

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete:

450 mm dia RCC pipes

600 mm dia RCC pipes

1200 mm dia RCC pipes. (Laying by manual/ mechanical means)

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.

Mandatory/ Regulatory sign boards of 900 mm diameter with support length of 3750 mm

Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm

Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in charge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage

Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.

Providing and laying at or near ground level factory made kerb stone, edgings etc. of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and fixing ( inclusive of all nuts, bolts and welding etc.) Welded steel wire fabric of required width having rectangular mesh painted with two coats of enamel paint of approved shade over a coat of primer (cost of Priming & Painting inclusive). Size shall be as per the directions of Engineer-in-charge.

Providing and fixing concertina barbed tape coil of following dia. made from M.S galvanized ribbon tape of 0.5 mm thickness, 19 mm width stretching the coil to 9 m approximate, fixing the coil with clips between "Y" armed and MS angle posts 2.44 m high from ground level, including supplying and fixing MS galvanized clips etc. complete as per manufacturer's specification and including painting by dipping method the concertina tape coil with two coats of synthetic enamel paint of approved shade and make over a coat of approved primer at fabrication shop, before bringing the material to the site and fixing in position etc. complete as directed by the Engineer-in-charge. 450 mm Dia Concertina coils

Providing, applying one coat of primer with ready mixed red oxide primer of approved brand and manufacturer on steel works including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Providing and constructing brick work in Cement mortar using standard bricks of approved class/ quality, make or brand including curing, raking out joints, simultaneous pointing below plinth level if specified, complete as per drawings, specifications and as directed by the Engineer-in charge. Brick work in C.M 1:4 using crushed sand in Sub Structure (i.e. up to Plinth Level) of buildings, culverts, road drainages, foundations etc.

Providing and constructing brick work in cement mortar using Standard bricks of approved quality / class, make / brand in super structure above plinth up to Floor-II level in all shapes and sizes including curing, raking out joints complete as per specifications and as directed by the Engineer-in-charge Brickwork in super structure of buildings with standard bricks in C.M 1:4 using crushed Sand

Providing and fixing pre-coated Galvalume Roofing profile sheets of approved size, shape and pitch up to and including single length of 12.00 met. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 X 55 mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete up to 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 as directed by the Engineer-in-charge Galvalume sheet roofing 0.50 mm Thickness in Single sheet

Providing and fixing pre-coated Galvalume roofing accessories using self drilling / self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete. Roofing accessories such as ridges, gutters, aprons and flashings of Galvalume sheet up to 600 mm total width

Providing, Laying, jointing, fixing and testing Heavy quality (C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples, reducers etc. as required for the external work, including trenching, refilling, testing the pipes and fittings for 10.00 Kg / Sq.Cm hydraulic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing Teflon tape, complete all as per specifications and drawings, including two coats of anti-corrosive bitumastic paint as directed by the Engineer-in-charge. 50 mm diameter nominal bore

Providing and constructing Inspection chambers of Internal size clear dimension of 900 x 600 mm in 230 thick brick masonry with cement mortar 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed surfaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450 mm, embedding the frame and cover with CC 1:2:4 concrete, and fixing cast iron steps if necessary at 300mm intervals complete . Depth of chamber not exceeding 900 mm. (excavation, soling, cast iron cover and C.I steps will be paid separately under relevant item)

Extra depth ( for Inspection chambers of Internal size clear dimension of 900 x 600 mm) over initial depth of 900 mm for chambers of 900 x 600 mm internal size. Including fixing cast iron steps (C.I steps shall be paid under relevant item)

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top, with 230 mm brick work in cement mortar 1:4, inside and outside & all exposed surfaces cement plaster 20 mm thick with cement mortar 1:3 finished with a floating coat of neat cement, foundation concrete of mix 1:3:6 and making necessary channel in cement concrete 1:2:4 finished with a floating coat of neat cement all complete as per standard design , fixing C.I circular manhole cover, C.I steps as per the drawing (C.I frame & cover, C.I steps and excavation work will be paid separately under relevant Item.) For an initial depth of 910 mm

Extra depth for circular type manhole 910 mm internal dia at bottom and 569 mm Internal dia at top, in brick work. Beyond 0.91 m

Supplying and fixing Cast Iron Man hole cover or Cast Iron Steps of approved make and weight as specified in the drawings or as directed by the Engineer in charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations, roads etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. For Soil

Providing and laying design mix cement concrete of M-30 grade in roads, taxi tracks and runways using crushed Sand, graded stone aggregate of 20 mm nominal size in appropriate proportions as per specified design criteria approved by Engineer-in-charge, mechanically vibrated using needle / Surface vibrators including steel form work with sturdy M-S channel sections including curing and providing and filling construction joints and dummy joints with approved joint filler primer or equivalent including rounding of the edges and filling the grooves 10 x 25 mm deep at top for construction joints and 10 mm x 50 mm deep at top for dummy joints with joint sealing compound (conforming to grade B of IS:1834) including making necessary arrangements for expansion joints etc. all complete as directed by the Engineer-in-charge.

Providing and fixing in position pre-moulded jointer filler in expansion joints

Providing and laying in position bitumen hot sealing compound for expansion joints using approved make.

Description of Work / Item(s)

Amount

Power Distribution Panel at LTSS - Design, Fabrication, supply, installation, testing & commissioning of single front, Self Standing, Compartmentalized, Non-Draw out Distribution Panels as per IEC 61439 1 & 2 Fully type tested panel per Technical specifications and approved GA Drawing. -⁠-⁠ Incomers with Graphical display THD measuring Meter -⁠-⁠ Suitable size Analog Voltmeter and ammeter for incomers -⁠-⁠ Outgoings Shall have Digital Ammeter -- All incoming and outgoing breakers shall have ON/OFF/Trip Indication Main Power Distribution Panel at LT Substation --Incomer-1 & 2 - 2 No's of 4-Pole, 800A, 50kA, Electrically Interlocked ACBs with LSIG Protection -- Bus Coupler - 1 No's of 800A , 50kA ACB's Electrically Interlocked with ACBs with LSIG Protection --Outgoings- 6 No's of 400Amps MCCB's, 6 No's of 200A MCCB's, 8 No's of 100 Amps MCCB's All MCCB's 36kA with LSIG Protection -⁠-⁠ All MCCb's Shall be Icu=100%of Ics Refer Chapter -2 of Technical Specifications for Complete Details

Cost of Supply

Cost of Installation

Street Light Control Panel at Field - Supply ,installation , Testing & commissioning ( SITC ) of Outdoor pedestal mounting type Weather Proof IP 56 Street Light control panel made out of 2 mm tick CRCAsheet steel powder coated to RAL 7026 with one no fo 100 Amps 4 Pole 36 KA rated MCCB as incomer and Three nos 63 Amps 4 pole 36 KA rared MCCB and 63 Amps rated 4 pole power contactor controlled by Astronomical timer and LDR with complete wiring of aproximate size 600 mm(H) x 400 mm (W) x 200 mm (D).

Cost of Supply

Cost of Installation

9 meter Street Light Pole with GI Pipes, Fixing arrangement, Bolt nuts and other required accessories Supply ,installation , Testing & commissioning ( SITC ) of 9 mtr high Internally and Externally GI Coated Octogonal Street Light Pole with mounting provision for external weather proof type junction box with necessary clamps , earthing arrangement, all related civil works concrete, pedestal with 2 nos of 40 mmx2000mm Class B GI pipe upto junction boxs and required earth excavation. -- Quote Price Shall include Suitable dia Class-B GI Pipes- 2 No's for both incoming and outgoing cable of each approximately 1.5 meters length, mounting brackets, 2 Meter 2 No's of 8 SWG GI wire for earthing of pole coiled in earth of 1.4 meter depth excluding Light and Junction box. -- For complete details refer chapter -3 of technical Specifications and attached Tender Drawing

Cost of Supply

Cost of Installation

7 meter Street Light Pole with GI Pipes, Fixing arrangement, Bolt nuts and other required accessories Supply ,installation , Testing & commissioning ( SITC ) of 7 mtr high Internally and Externally GI Coated Octagonal Street Light Pole with mounting provision for external weather proof type junction box with necessary clamps , earthing arrangement, all related civil works concrete, pedestal with 2 no's of 40 mmx2000mm Class B GI pipe up to junction boxes and required earth excavation. -- Quote Price Shall include Suitable Dia Class-B GI Pipes- 2 No's for both incoming and outgoing cable of each approximately 1.5 meters length, mounting brackets, 2 Meter 2 No's of 8 SWG GI wire for earthing of pole coiled in earth of 1.4 meter depth excluding Light and Junction box.. -- For complete details refer chapter -3 of technical Specifications and attached Tender Drawing

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Cost of Installation

Double Cross Arm - Supply and Installation of Medium class GI Pipe Cross arm of length 1.5 Meters each side suitable for LED light and Above street light Pole as per Technical Specifications with closing caps, fixing bolts and all other required accessories For complete details refer chapter -3 of technical Specifications and attached Tender Drawing

Cost of Supply

Cost of Installation

Single Cross Arm - Supply and Installation of Medium class GI Pipe Cross arm of length 1.5 Meters suitable for LED light and Above street light Pole as per Technical Specifications with closing caps, fixing bolts and all other required accessories For complete details refer chapter -3 of technical Specifications and attached Tender Drawing

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Cost of Installation

Street Light Pole JB - Supply ,installation , Testing & commissioning ( SITC ) of Outdoor Pole/Wall Mounting Type Weather Proof IP 56 GI coated MS Street Light Junction Boxes with 4 Nos of M10 bolted type Elmax connector mounted on din rail and 10 Amps double pole 10KA Rated MCB . The size shall be : 160 mm (H) x 120 mm (W) x 100 mm (D). -- Quoted Price Shall include 10A DP MCB and All other accessories

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Cost of Installation

Street Light Pole LED Light - Supply and Installation of 90 Watts LED's treat light with pressure die-cast housing, toughened glass with IP66 ingress protection. Fixture shall have 4kV inbuilt and 10kV external surge protection. -- Fixture Shall have 120 Lumens/Watt Efficacy -- Lights Shall have 5 Years OEM Onsite warranty from the Date of Procurement of Light For complete details refer chapter -4 of technical Specifications and attached Tender Drawing

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Cost of Installation

All-in-one Solar street light fixture complete with 12V, LED luminaire with min. output of 3000 lumens (min. lumen efficacy of 100 lumen/W), IP 65, 4000 to 5700 degree K CCT, MPPT Solar charge controller, Solar PV Panel, inbuilt protection & suitable lithium-ion battery for min. 18 hours autonomy with dimming. Quoted Price shall Include 4 meter Pole, Bolts nuts, accessories , cross arm, all required accessories and Foundation work. For complete details refer chapter -5 of technical Specifications and attached Tender Drawing

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Cost of Installation

Post top LED indirect lighting type luminaries Including LED Light having a minimum efficacy of 100 lumen/watt and a minimum output of 3500 lumens, with 4000 to 5700 degree K CCT, having IP65 & IK07 protection, dark sky norms etc. as per specifications. Quoted Price shall Include 4 meter Pole, Bolts nuts, accessories , cross arm, all required accessories and Foundation work. For complete details refer chapter -6 of technical Specifications and attached Tender Drawing

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Cost of Installation

Amber Alerting type Solar LED Chevron Blinker -Supply, Installation and commissioning of 300mm Solar based Blinker LED of Amber/Red colour for alerting the passengers as per Technical Specifications and approved drawing with suitable battery rating as per NHAI Standards with having 24 Hours of backup with battery, light sensor, Solar Panel, Arrow LEDs, 12ft painted pole with all required accessories including civil foundation For complete details refer chapter -8 of technical Specifications and attached Tender Drawing

Cost of Supply

Cost of Installation

Bollard LED's for Turnings/Gardening - Supply, Installation and commissioning of 9 watts Bollard LED light with Opal diffuser and IPP 66 Protection. 3000K/approved CCT including pole of suitable height as per approved drawing and directions of EIC For complete details refer chapter -7 of technical Specifications and attached Tender Drawing

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Double compression brass glands for 4C X 10 Sqmm/4C X 35 Sqmm

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Cost of Installation

Supply and Installation of 50/42 mm Dia HDPE PLB Duct Pipe of Approved colour with required finish of inner layer suitable for easy and smooth cable drawing outer layer resistance to conventional chemical environments , flexible and durable as per IS 4984 as per directions of Engineer In charge

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Excavation of Cable Trench Excavation of trench in ground, complete with excavation in all types of soil, covering the cable in side DWC pipe, on all the sides with M-sand, dressing the cable, refilling with excavated soil and ramming& compacting . The size of the of trench will be 400 X 1000mm ( W X Depth) from the FGL.

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Cost of Installation

MAINTENANCE FREE EARTHING SYSTEM Supply,installation,testing & commissioning of 3.0 Mts X 15 mm dia (10' X 5/8'') molecular bonded copper rod (Minimum Copper Bonding Shall be of 250 Microns) configured earthing system with 3 bags of 11kG Ground Enhancing Material, earth rod clamp, Earth pit chamber made out of brick masonary with a 25mm dia PVC conduit for earth wire entry and covered with GI lid cover of size 450 X 450 mm. The system shall confirm with IS- 3043 and IEC-62561-7. - 150mm dia bore well digging suitable in Hard rock area. - Providing & making concrete chamber (1:2:4) of size 600 x 600 x 600 mm (inside dimension) with 10 mm thick MS hinged cover mounted (Chamber and Cover will be paid in civil item) -Treatment with 2-3 bags each 11kg as required Groundnhancement Material Non corrosive, Non Soluble, Higly electrical conductive -GEM shall be less than 20 Ohm-cm resistivity - Chemical mixed compound in order to produce low earthpit values (<5 ohm) as per IS 3043 - Finishing with civil work , painting and numbering as per Directions of EIC -- Installation of earth rods including making pit/drilling suitable size bore holes in normal soil/hard rock as per manufacturer's recommendations & design. -- Exothermic welding of joints/Bolt nuts Fixing between earth electrode & GI / tinned Cu strip and between GI / tinned Cu strips, used for interconnection of earth electrodes.

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Providing & making concrete chamber (1:2:4) of Suitable size thick MS hinged cover mounted arrangement for above earth pits with approved paint along with the earth pit board mentioning the date of testing and serial number of the earth pit as approved by Engineer incharge

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Supply and installation of 8 SWG GI earth strip as per direction of Engineer incharge

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Supply , Fabrication and installation of MS items like ISMC-100/ISA - 50/ 5 mm Chequered plate, panel supports . The fabricate items shall have one coat of red oxide primer and two coats of enamel paints as approved by Engineer in charge

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Cost of Installation

EV Charging Points : Supply, installation, testing & commissioning of single phase minimum 16A, 3.7kW mode1/2 charging , IP 55, IK10 metal socket for Electric vehicle charging with bracket, mounting box, along with suitable height streetlight pole junction box/ separate GI pedestal as per site condition & instructions of EIC. Note: The scope includes providing autoglow signage of 150 x 150mm with EV charging symbol on the pole junction box surface/ pedestal as per instructions of EIC

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Supply and Installation of battery Operated UPS for testing of Street lights

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Supply and Installation of Battery operated cable continuity tester

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Supply and Installation of Fire reatardnat Paint as per relevant IS standards

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Supply and Installation of 3-Phase/1-single phase 20A Weather proof Socket set along with the connecting plug including JB as per direction of EIC with suitable size MCB

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Cost of Installation

M/s B Munikrishnappa (BID ID -3234444)

SURESH S KANAJI (BID ID -3242145)

Siddanagouda H Patil (BID ID -3240393)

PBI CONSTRUCTION COMPANY (BID ID -3239985)

AMMAPUR INFRASTRUCTURE PRIVATELIMITED (BID ID -3236230)

National Infrabuild Private Limited (BID ID -3248759)

M/s B Munikrishnappa (BID ID -3234444)

SURESH S KANAJI (BID ID -3242145)

Siddanagouda H Patil (BID ID -3240393)

PBI CONSTRUCTION COMPANY (BID ID -3239985)

AMMAPUR INFRASTRUCTURE PRIVATELIMITED (BID ID -3236230)

National Infrabuild Private Limited (BID ID -3248759)

AMMAPUR INFRASTRUCTURE PRIVATELIMITED (BID ID -3236230)

SURESH S KANAJI (BID ID -3242145)

M/s B Munikrishnappa (BID ID -3234444)

National Infrabuild Private Limited (BID ID -3248759)

PBI CONSTRUCTION COMPANY (BID ID -3239985)

M/s Dwarakamai Constructions Private Limited (BID ID -3237831)