Under CITIIS project, Construction and 5 year operation and maintenance of Child friendly interventions on various roads of Dehradun City.

Amount

SITE CLEARANCE

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 300 mm to 600 mm

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 600 mm to 900 mm

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means, In area of light jungle

Dismantling of existing structures (by Mechanical Means) 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 of 1000 metres Dismantling Brick / Tile work (In cement mortar)

Dismantling of existing structures (by Mechanical Means) 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 of 1000 metres Dismantling Lime /Cement Concrete

Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. Up to 600 mm dia

Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. Above 600 mm to 900 mm dia

Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. Above 900 mm

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately), By Manual Means Bituminous course

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately), By Manual Means Granular courses

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). Bituminous course

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

Dismantling Kerb Stone channel (Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department

Additional cost of haulage (excluding loading and unloading) for lead beyond 1000m but upto 10000m

EARTH WORK, EROSION CONTROL AND DRAINAGE

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)

Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

PAVEMENTS & PATHWAYS

Granular Sub-Base with Coarse Graded Material ( MORTH Table:- 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MORTH) for grading- II Material

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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 406 of MORTH.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, all complete as per clause 502 of MORTH

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MORTH

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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.)for GradingII(40 mm nominal size)

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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 for Grading-II (bituminous binder @ 5.4 % by weight of total mix)

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Providing and laying C.C. pavement of mix M-30 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge.

Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge.

Providing and Laying of Sand Blast Concrete Block of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C. grade M 20 )NominalMix 1:2:4

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x60 mm having water absorption less than 0.5% and conforming to IS: 15622, of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge.

Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)

Providing and laying at or near ground level factory made kerb stone 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, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.

Providing and fixing in position pre-cast R.C.C. drain cover and frame of required shape and approved quality HD-20 (Size 1.6 X 0.5X 0.1 Mtr.)

Providing and fixing in position pre-cast R.C.C. drain cover and frame of required shape and approved quality HD-20 (Size 0.9 X 0.5X 0.1Mtr.)

Providing and fixing in position pre-cast R.C.C. drain cover and frame of required shape and approved quality HD-20 (Size 0.9 X 0.5X 0.1 Mtr.)

Providing and fixing in position pre-cast R.C.C. drain cover and frame of required shape and approved quality HD-New Road (Size 1x0.5x0.1 Mtr.)

Providing and fixing in position pre-cast R.C.C. drain cover and frame of required shape and approved quality HD-20 (Size 1 x0.5x 0.1 Mtr.)

Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1600 x 500x100 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge

Refurbishment of Drains including Desilting , Depalstering , Plaster , dewatering of drain etc as per the directions of Engineer in charge

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 -Grating Size- 600 x 120 mm

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work

PEDESTRIAN & CROSSINGS

Providing and laying gang saw cut 18 mm thick (With granite stone of area less than 0.50 sqm.), mirror polished premoulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick masonry work in 1:3 cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand)

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications specifications RCC Grade M25. Using concrete Mixer

Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects

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-incharge

Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings

Providing and construction of Raised Pedestrian Crossing across the road of 150 mm height and width of 2.5 m with M25 grade concrete considering side slope 1:10 150 mm dia steel bollards to be fixed on sides. The surface to be painted with brick red colour complete as per drawings and Additional Technical Specification clause A15 or as directed by the Engineer

Providing and Construction of raised Rumble strip complete as per drawings and technical specifications section 500 and 800 or as directed by the Engineer.

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture

TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES WORK

Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over 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 Informatory Signs (a) 800 x 600 mm Rectangle

Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over 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 Informatory Signs (b) 600 x 450 mm Rectangle

Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of Type XI retroreflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm 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.

Direction and Place Identification Signs with size more than 0.9 sqm size Board. : Providing and erecting direction and place identification retro-reflectorise design as per IRC :67 made of Type XI retro- reflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.

Cautionary Signs Triangular 900 mm side complete as per drawings and Technical Specifications Clause 801

Mandatory Signs Triangular 900 mm side (for "GIVE WAY" sign) complete as per drawings and Technical Specifications Clause 801

Mandatory Signs Stop sign - Octagon of size 900 mm complete as per drawings and Technical Specifications Clause 801

Mandatory Signs Speed limit compulsory keep left 600 mm dia meter complete as per drawings and Technical Specifications Clause 801

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, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications

Profile Marking/ Audible Vibratory Marking through hot Thermoplastic: Providing and laying of special hot applied thermoplastic road marking compound for raised profile line marking (audible vibratory) capable of retaianing rib structure even during the summer seasons. The line shall have base of 3 mm thickness and rib of 8mm thickness over the base layer (Total 11 mm thick) . Profiled rib shall have dimension size of length 50 mm x width (equivalent to the width of line) applied with distance of 500 mm between two ribs. For these specialised markings high refractive index glass beads of Ri 1.6 are recommended @ 500gm/sqm. The thickness of 11 mm profile should be exclusive of surface applied glass beads. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on edge lines. Initial Dry reflectivity shall be > 250 mcd/sqm/lux measured in the intial 7 days and sustained reflectivity of 100 mcd/sqm/ lux measured at the end of 2 years by means of Standared Reflectometer of capable of measuring RL & QD both a Reflectometer according to IRC 35:2015 clause 15.5

Reflective Kerb Painting Kerb stone / vertical surface painting with Kataline make Grade 1 (as per IS 164 ) water based acrylic paint,preferably mechnical application for one coat priming coat and 1 uniform Retro reflective finish coat in required colour. Yellow Retroreflecive coat shall be Bright Yellow during night with minimum Rl(dry) > 375 mcd / m2 / lux and Rl (wet) > 200 mcd / m2 /lux andWhite Retroreflective Coat shall be Bright White during night with minium Rl(dry) > 450 mcd / m2 / lux and Rl(wet) > 250 mcd / m2 / lux .Cleaning of the surface thoroughly by removing flakes,dust deposits, vegetation growth,pasted paper etc., using coir / coil brush, so as to enable the application of respective primer etc.

Providing and fixing retro-reflectorised road delineators complete as per drawing and Technical Specification Clause 805.

Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the

Solar Road Studs: Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications.

Providing and fixing Aluminum backed flexible prismatic sheeting , consisting of yellow/black colored flexible prismatic sheet with non- mettalic prismatic lens as retro reflective elements and confirming to ASTM D4946 Type VI specifications for reboundable retro reflective sheeting. The prismatic sheet shall be laminated at the back with 50micron aluminum Foil sensitive adhesive and liner with screen printed arrow/slant pattern in yellow/black color. The AFP shall be applied with adhesive , the edge of the sheeting shall be sealed all around with epoxy based structural adhesive and shall be extremely resistant to pill-off complete as per manufacturer drawings approved by the Engineer.

Providing and Fixing of 24" Orange And Black Road Convex Mirrors, Model Name/Number: ABS Plastic complete as required

Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.

STREET FURNITURES

BENCHES: Metal Perforated 3 seater Bench having of size: W 1680 mm X D 570MM X H 850 mm Seat hight 460 mm, SEAT BACK FRAME ASSEMBLY: The seat and back are made of 18BG thick CR steel perforated sheets which are welded to a seat/back frame assembly made of Dia. 1.9 cm (3/4") X 16BG thick MS ERW tube connection beam. SEAT SIZE 39.0cm (W) X 41.5cm. (D) (Approx,) BACK SIZE: 39.0cm. (W) X 21.5cm. (H) (Approx.). ARMREST : it is made up of oblong tube of size 35 mm X 15mm X 1.6 Thk. & Dia. 15mm bright bar wekded to seat & back frame assembly. CONNECTING BEAM ASSEMBLE: it is a U- shaped fabricated assembly made of Dia. 3.81cm. (1 1/2") X 14 BG. MS ERW twin tubes. The connecting tubes are welded together with MS base plates made of 12BG thick CR. Steel and mounting plate made of 0.5cm thick HR Steel Threaded inserts are provided on both ends of each connection tube or fixing leg assembly on each side. The connecion beam assembly is power coated. LEG ASSEMBLY: it is a 2-piece fabricated to form a box section made of 16BG thk. CR steel. Threaded nuts are welded to the box section for fixing adjustable glide screws. The leg assembly is powder coated. ADJUSTABLE GLIDE: The adjustable glide is injection molded is black Nyion 6 and is used for level adjustment of the beam seation on uneven floor surface. it is fitted to the leg assembly

BENCHES: Providing and fixing concrete benches as per the drawings.Each bench shall consists of 2 Nos.L-shape base support in grey cement color (thickness:100 mm, Back height:1000 mm, front height:450 mm, Base width:620mm) and 2 Nos. reinforced concrete planks in brown color of size 1200mm X 100mm X 50mm, and 1 No. of reinforced concrete plank of size 1200mm X 200mm X 50mm · Overall Dimensions: Seating length of the Bench:1200 mm; Seating height of the Bench:450 mm; Total height of the Bench:1000 mm · All components are reinforced suitably for long use and to prevent damage during handling, transportation, and erection · Bench top and back planks are treated with special anti-corrosive, water proof coating so as to make surfaces glossy and water proof · All components are manufactured by using M-30 grade of Concrete using vibro compaction process

Providing And Supplying Litter Dustbin Of 10Litr Capacity With Lid As Per The Direction and approved by the Engineer . The bins shall Compulsory have the Bottom Perforation with Colour Half No Blue And Half No Green. It shall have two Silver Stickers On The 1/3 Of Lower Portion Of The Containers Urban Local Body Logo On One Side And Swachh Bharath Logo On Other Side.

Supply and fixing medical vending machine of size ( LBH) 75cm x 75 cm x 180cm, having Configurable up to 30 Items. It shall have Web based Reporting Software Connectivity with electrical requirement of 230 VAC/50Hz, 0.6 AMPS. It shall have the standard features of keypad, SAP Delivery Sensor System,Push Door (Optional),LED Lighting ,temperature monitoring system and Intelligent Control System with state of the art control system allows secure web based interface for 24/7 real time reporting of transactions. The machine shal support Debit Card Reader, Note Acceptor, QR Code Pay,Coin Accepter and Changer and Remote Inventory management

Supply and fixing of Retro-reflective sign board using Type XI sheeting and Real time information display variable message sign board with cloud server support without any operator dependency as per IRC 67-2022 including post, structure, foundation inclusive of all civil works and installation and design as approved by engineer in charge Sign board along with VMS(Variable messaging system) screen 640*640 mm with complete setup

Designing, supply and fixing of murals at different location, as indicated in the drawings and as approved the engineers in charge

Fabrication, supply and errection of mannequins, models and scupture made up of materials such as steel, plastic etc. The mannequins, models and sculpture shall match with the asthetic surrounding values / views of following Height (a) Sculpture of Height from 4' upto 5'

Fabrication, supply and errection of mannequins, models and scupture made up of materials such as steel, plastic etc. The mannequins, models and sculpture shall match with the asthetic surrounding values / views of following Height (b) Sculpture of Height above 5' upto 7'

Fabrication, supply and errection of mannequins, models and scupture made up of materials such as steel, plastic etc. The mannequins, models and sculpture shall match with the asthetic surrounding values / views of following Height (c) Sculpture of Heght above 7' upto 10''

SOLAR & INFORMATION TECHNOLOGY

SITC of 18W Solar All in One(AIO) LED Streetlight suitable for 5M Pole Height with 35W monocrystalline silicon panel IP65/IP66 protection, Correlated Color Temperature 6000k-6500K, Color Rendering Index > 80, , Lumen efficacy of 120lm/w output and high performance Lithium Ferro Phosphate Battery(LiFePo4), with Integral PIR sensor ,MPPT charge controller with 90-96% efficiency and Over voltage protection: 16V, x 2/24V (Make-Wipro/HPL/philips/ Osram/ orient

Supply, Installation, Testing & Commissioning of IP Network TDN Low-Light IP PTZ Camera, 1/3" CMOS, 2MP@25fps, H.265/H.264/ MJPEG, Min. Illumination required 0.05 lux @ F1.6 (color), 120dB True WDR, Min. Pixels 1920 × 1080P, triple stream, Wide: 4mm - 6mm & Tele 120 mm to 180mm lens, 25X motorized focus & zoom lens, Backlight Compensation, 3DNR, Defog, Electronic Image Stabilization, Privacy Mask, Internal / External Smart IR with upto 100m IR distance, Dual channel Audio G.711a/G.711u/AAC, 128GB SD card support, Alarm: 2 In/ 1 out, PoE, H.264 High Profile and MJPEG, High-PoE and 12V DC/24VAC, IP 66, Having Operating temp range : -40°C to 70° C. Certifications: ONVIF Profile S compliant, UL, CE, EN, FCC & RoHS compliant. Make- Bosch/pelco/ Honeywell/ Axis

Supply Installation Testing Commissioning of Suitable 4 Channel Network Video Recorder with all necessary required software's, Hardware's, Storage, Accessories, Civil, Electrical works & peripheral items required as per specifications & at site of work inline with the engineer in charge instructions. The system proposed should have minimum usable 45 days recording suitable Hard Disk as per requirement with 320MBPS incoming / 320 MBPS output throughput. Certifications Hard Disk Complete in all respect upto entire Satisfaction Engineer in charge of works. IP Camera Input upto 4 Channel and 1 SATA of 8 TB each. Certifications: ONVIF Profile S Compliant, UL, CE, EN, FCC & RoHS Compliant.Make- Bosch/pelco/ Honeywell/ Axis

Supply ,Installation and Testing of 32 Inches LED Panel for Display of Camera complete at site. (Make- Sony/ LG/Samsung)

Supply anf Fixing of 1TB HDD Survillance hard disk designed for24x7 video recording , always-on, high-definition security systems complete at site. Make- WD/SEAGATE/Toshiba

Supply and Laying of Utp cat 6 cable complete at site (1.53.1)

Supply and laying of 20mm PVC Medium grade Conduit Pipe complete at site ( 1.21.1)

Supply and fixing of 230VAC/ 24 V DC Power Supply complete at site ERD/High light

Supply and fixing of 2U rack complete at site. Make-Comrack/HPL/ W,BOX/C.P.PLUS

HORTICULTURE & PAINTING

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately

Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment).

Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge.

Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart

Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge. Top inside dia 35 cm, outer bottom dia 25 cm, total height 35 cm with wall thickness of 25.4 mm

Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (Two part of Good earth & one port of manure) and placing them on appropriate place i/c carriage of earth, manure and pots up to 50 mtr, as per direction of officer incharge. (The cost of good earth, earthen pots & manure will be paid separately.) Size of Empty Pots 35cm Top dia, 25cm Bottom Dia & 35cm Perpendicular height.

Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge

Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 30 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge

CREDIT OF MATERIAL

Credit for the salvage value of stone / arregate obtained from demolishing Road work manually/by mechanical means including stacking of stone aggreate as per direction of Engineer-in-Charge.

OPERATION AND MAINTENANCE FOR % YEARS (For Civil Works )

For Year 1st of Maintenance of entire pathway, pavement and development work including labour, repair and/or replacement of material, equipment, consumable items, water and all other matters and things of what so ever nature essential and desirable to Maintain the work satisfactorily

For Year 2nd of Maintenance of entire pathway, pavement road marking and other development work including labour, repair and/or replacement of material, equipment, consumable items, water and all other matters and things of what so ever nature essential and desirable to Maintain the work satisfactorily

For Year 3rd of Maintenance of entire pathway, pavement , road marking and other development work including labour, repair and/or replacement of material, equipment, consumable items, water and all other matters and things of what so ever nature essential and desirable to Maintain the work satisfactorily

For Year 4th of Maintenance of entire pathway, pavementroad marking and other development work including labour, repair and/or replacement of material, equipment, consumable items, water and all other matters and things of what so ever nature essential and desirable to Maintain the work satisfactorily

For Year 5th of Maintenance of entire pathway, pavement road marking and other development work including labour, repair and/or replacement of material, equipment, consumable items, water and all other matters and things of what so ever nature essential and desirable to Maintain the work satisfactorily

OPERATION AND MAINTENANCE FOR % YEARS (FOR ELECTRICAL WORK )

For Year 1st of Maintenance of of all stretches included in the work with Street Light and other component & other feature

For Year 2nd of Maintenance of of all stretches included in the work with Street Light and other component & other feature

For Year 3rd of Maintenance of all stretches included in the work with Street Light and other component & other feature.

For Year 4th of Maintenance of of all stretches included in the work with Street Light and other component & other feature

For Year 5th of Maintenance of all stretches included in the work with Street Light and other component & other feature.

M/S SHARMA CONSTRUCTION PROJECT PRIVATE LIMITED

seema construction company