ADDITION AND EXTENSION OF SEA FRONT ROAD FROM CHHAPLI SHERI TO DEVKA BEACH UPTO PRINCESS PARK (BALANCE WORK) AND PROTECTION WORK WITH DIAPHRAGM WALL NEAR JETTY AREA AT NANI DAMAN AND MOTI DAMAN AND JETTY (SAMUDRA NARAYAN GHAT) (2nd call)

Amount

Civil work

SUB ESTIMATE NO. 1 (A) CIVIL WORKS (1, EARTH WORKS), Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle

Providing material and labour, machinery for Excavation of foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in the campus for all lead, all lift/ depth and back filling foundations, the trenches, plot filling, plinth filling with excavted material (excluding hard rock and black cotton soil) anywhere from the site/ campus etc complete as directed by Engineer in charge. - Any type of soil or rock not requiring Blasting.

Providing material and labour for Excavation of foundation from 1.5 mt to 3.0 mt depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in the campus for all lead, all lift/ depth and back filling foundations, the trenches, plot filling, plinth filling with excavted material (excluding hard rock and black cotton soil) anywhere from the site/ campus etc complete as directed by Engineer in charge. - Any type of soil or rock not requiring Blasting.

Providing material and labour for Excavation of foundation from 3.0 mt to 5.0 mt depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in the campus for all lead, all lift/ depth and back filling foundations, the trenches, plot filling, plinth filling with excavted material (excluding hard rock and black cotton soil) anywhere from the site/ campus etc complete as directed by engineer in charge. - Any type of soil or rock not requiring Blasting.

Providing material and labour for Excavation of foundation from 5.0 mt to 7.0 mt depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in the campus for all lead, all lift/ depth and back filling foundations, the trenches, plot filling, plinth filling with excavted material (excluding hard rock and black cotton soil) anywhere from the site/ campus etc complete as directed by Engineer in charge. - Any type of soil or rock not requiring Blasting.

Providing material and labour for Disposing off the un-used excavated earth (black cotton soil), debris, malba, dismantled materials for all lead and lift/ depth out side the campus at non objectional place as directed by Engineer in charge.

Earthwork for embankment (Earthen bund) including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of layers laid in 300 mm thickness at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead (more than 10 ton) with approved material obtained from borrow area with all lifts and lead and rolling, watering all complete as per Technical Specification.

Supply & Installation of Maccaferri make Gabion mattresses along with black trap stones to be filled inside having density of 26kN/m3; units of 0.3m height made of mechanically woven, double twisted, hexagonal shaped wire mesh, Mesh type 10x12, having D=100mm with tolerance of +/-2%, Mesh wire dia 2.7/3.7mm(ID/OD ), Galmac (90% Zn+10% Al)+PVC coated ,with partition at 1 m interval to be measured as per plan area

Providing and injecting Chemical emulsion for PRE - CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier on the top surface of plinth filling, inside junction of wall and floor, on top of damp proof course (DPC) or on masonry at level of plinth filling as per IS 6313 (Part-2)-1981 using chemical like chloropyripos emulsifiable, Biflex TC, lindane (IS 8944-1978) 20EC mixed with water in 1:19 ratio (1 litre chemical : 19 litres of water). The emulsion shall mentioned below, all as per specification and directions of Engineer-in-charge. Plinth area in plan at GF shall only be measured and paid. A guarantee bond of 10 years shall be furnished. Rate shall be inclusive of material required for Anti Termite Treatment and labour and equipments required for applying all etc complete as directed by engineer in charge. A1) Bottom surface and the sides of the excavation made for masonry foundations at the rate of 4 litres/sq m (wherever applicable). A2) At the rate of 7.5 litre/ sq m to the backfill at the depth of 500mm below the original ground level. The soil in the immediate contact with the vertical surface of RCC column/ Masonry shall be treated. B) Top surface of the plinth filling including damp proof courses at the rate of 5 liter/sq m of internal plinth area etc. complete. C) At the rate of 7.5 litre/ sq m to the internal vertical surface from original Ground level to top of the earth filled in the plinth. D) At the rate of 7.5 litre/ sq m to the external vertical surface below finished Ground level to the full depth of the filling complete. E) 1 litre / linear meter along the junction of wall and floor at all stages.

(2. CONCRETE WORKS) Providing and laying in position machine mixed, machine mixed plain cement concrete (PCC) of M15 grade including all necessary dewatering, casting in panels of any size and thickness wherever necessary, to shape and depth as specified at all locations and with all leads and lift/depth, compaction, vibration, curing, transporting and pumping wherever necessary including the cost of form work (if required) and removal of formwork etc. complete as directed by the Engineer.

Providing and laying in position machine mixed, machine batch, machine vibrated design mix cement concrete for reinforced cement concrete work of specified grade using graded black trap stone aggregates of maximum 20mm nominal (down graded) size obtained from approved quarry including fine aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability shall be followed as per approved design mix and latest IS 456 (whichever is higher) for all elements of any shape and size, at all places and heights/ depths including laying of concrete, vibrating, finishing and curing etc. and including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, to improve workability without impairing strength and durability as per direction of Engineer-in-charge. Rate shall be inclusive of providing grooves, drip moulds, ghisis, pockets, cutouts etc. and labour for insert sleeves if any wherever required while casting. Rate also to include lift charges and scaffolding for all heights / depths from FFL / GL. Including the cost of centering, shuttering (as per specification), but excluding the cost of reinforcement a) M30 grade of RCC

Providing and laying in position machine mixed, machine batch, machine vibrated design mix cement concrete for reinforced cement concrete work of specified grade using graded black trap stone aggregates of maximum 20mm nominal (down graded) size obtained from approved quarry including fine aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability shall be followed as per approved design mix and latest IS 456 (whichever is higher) for all elements of any shape and size, at all places and heights/ depths including laying of concrete, vibrating, finishing and curing etc. and including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, to improve workability without impairing strength and durability as per direction of Engineer-in-charge. Rate shall be inclusive of providing grooves, drip moulds, ghisis, pockets, cutouts etc. and labour for insert sleeves if any wherever required while casting. Rate also to include lift charges and scaffolding for all heights / depths from FFL / GL. Including the cost of centering, shuttering (as per specification), but excluding the cost of reinforcement b) M35 grade of RCC

Extra for Colour Concrete : Extra over concrete for providing and adding colour pigment as admixture of approved make and shade as per manufacturer's specification in specified grade of plain/ reinforced cement concrete for any type of element as per drawing and as directed by engineer in charge. Rate shall be for actual volume of concrete cast with colour pigment.

Constructing cast in situ RCC diaphragm wall in soil & Soft Rock by providing and laying machine batched, machine mixed, self compacting, ready mix reinforced cement concrete, tremie controlled, of M35 grade using minimum cement content for durability shall be followed as per approved design mix and latest IS 456 design for severe condition (whichever is higher) per cum of concrete including providing and mixing required admixtures in recommended proportions as per IS : 9103, as approved by the Engineer-in-charge, for achieving 150 - 200 mm slump, for diaphragm wall having thickness as per approved structural design not exceeding 800 mm, in panels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils including working in or under water and/ or liquid mud, in foul conditions and pumping or bailing out of water and removing slush, including disposal of earth/ rock/ slush etc. for all leads and all lifts, including preparing, providing and re-circulating bentonite/polymer slurry in the trench as and when required for all depths, including agitating bentonite/polymer slurry during trenching etc., providing and fixing stop ends or form tubes, upto the required depth of diaphragm wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping/ chiselling etc. complete and as directed by the Engineer-in-charge, including providing recess for bearing plates and fixing insert boxes for inclined rock anchors etc. complete as per the specifications and approved design and as directed by the Engineer-in-charge, but excluding the cost of reinforcement and inserts. (Rates include cost of all inputs of labour, material and T & P, cost of handling, lifting & placing in position the reinforcement cage in the trench, including the additional cost of welding the reinforcement bars etc. involved in the work and all other incidental expenditure for completing the work as directed by the Engineer-in-charge), however, the actual area of the diaphragm wall, correct to two places of decimel, from design bottom level to the design cut off level only shall be measured for payment.

Constructing cast in situ RCC diaphragm wall in Rock by providing and laying machine batched, machine mixed, self compacting, ready mix reinforced cement concrete, tremie controlled, of M35 grade using minimum cement content for durability shall be followed as per approved design mix and latest IS 456 design for severe condition (whichever is higher) per cum of concrete including providing and mixing required admixtures in recommended proportions as per IS : 9103, as approved by the Engineer-in-charge, for achieving 150 - 200 mm slump, for diaphragm wall having thickness as per approved structural design not exceeding 800 mm, in panels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils including working in or under water and/ or liquid mud, in foul conditions and pumping or bailing out of water and removing slush, including disposal of earth/ rock/ slush etc. for all leads and all lifts, including preparing, providing and re-circulating bentonite/polymer slurry in the trench as and when required for all depths, including agitating bentonite/polymer slurry during trenching etc., providing and fixing stop ends or form tubes, upto the required depth of diaphragm wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping/ chiselling etc. complete and as directed by the Engineer-in-charge, including providing recess for bearing plates and fixing insert boxes for inclined rock anchors etc. complete as per the specifications and approved design and as directed by the Engineer-in-charge, but excluding the cost of reinforcement and inserts. (Rates include cost of all inputs of labour, material and T & P, cost of handling, lifting & placing in position the reinforcement cage in the trench, including the additional cost of welding the reinforcement bars etc. involved in the work and all other incidental expenditure for completing the work as directed by the Engineer-in-charge), however, the actual area of the diaphragm wall, correct to two places of decimel, from design bottom level to the design cut off level only shall be measured for payment.

Boring in all sorts of strata, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-35 laying in position machine mixed, machine batch, machine vibrated design mix cement concrete for reinforced cement concrete work of specified grade using graded black trap stone aggregates of maximum 20mm nominal (down graded) size obtained from approved quarry including fine aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability shall be followed as per approved design mix and latest IS 456 (whichever is higher) of specified diameter and length below pile cap, excluding the cost of steel reinforcement but including the cost of boring with adequet machinery as per requirement of site condition, including preparing plateform for boring etc. and removing the same after completion of work, temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. complete, including removal of excavated earth with all lifts and leads, including the cost of boring with bentonite solution, use of tremie pipe, including chipping of overflow concrete and the length of the pile to be embedded in pile cap etc. all complete. (length of pile for payment shall be measured up to bottom of pile cap). (ii) 900mm dia Pile

Supplying, fabricating and placing in position MS liner made of MS plate having thickness as per approved drawing for initial length of cast-in-situ concrete piles including all operation such as straightening, cutting, bending to shape, welding, fabricating, driving, placing in position, applying 2 coats of primer and 2 coats of anticorrosive paint etc. complete as per specification excluding temporary liner if provided. Depth of liner shall be decided by Engineer-in-charge and as per site condition.

Providing and casting in situ or Precast controlled Cement Concrete M-450 for prestressed concrete work in Super structure including centering, shuttering, curing, scaffolding, ramming, vibrating, finishing, lauching or shifting complete.(I) Solid Slab.(II) Deck Slab.(III) Main Girders.(IV) Diaphragm or cross girder.

Providing and fixing in position to exact profile high tensile steel wires of required ultimate strength including bending, cutting, tying providing necessary standard and anchorages, sheathing, stressing, grouting, ducts as per detailed drawing including necessary plant and machinery complete.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding (with 18 SWG -1.22 mm GI wire) and placing in position complete for all floors, all levels, all heights/ depth complete as per drawings, specifications and direction of Engineer in Charge.

Providing fusion bonded Epoxy coating not less than 175 micron thickness and upto 300 micron to reinforcement bars of any diameteer as per IS-13620-1993/ ASTM-775 M including testing of coating at plant and all taxes etc complete as directed by engineer ion charge.

Providing & Placing in position suitable 200mm wide Heavy duty Centrally placed PVC Water Stops of any profile suitable for all elements of approved make like fosroc or equivalent conforming to IS:12200 for construction between two RCC members and fixed to the reinforcement with binding wire before pouring of concrete to keep in position during concreting etc. complete as per specification and as per the direction of EIC. Shape and size of water stop shall be as per site condition and as per manufacturer's specifications.

Providing & Fixing Sil Flex - (Capcell HD 100) Premoulded Compressible Filler Board of 40mm thickness in black colour, manufactured by The Supreme Industries Limited, conforming to MORTH specification (clause 1015), having minimum density 95 Kg/Cum, Non Staining with less than 1% water absorption & compression recovery of 93% minimum as per specifications. including cutting to required size and shape, at all levels / all floors / all heights, etc. complete, as per drawings / specification and as directed by Engineer in Charge.

Providing and filling the expansion joints, with polysulphide sealant / exterior grade PU sealant with application of primer including scraping / removing the expansion filler materials from joints, cleaning, repaing of the edges with epoxy mortar of approved color and make, placing of backup material (polyethylene baker rod of Supreme), fixing of abro tapes on the edges to prevent the adjoining surface, at all levels/ all floors / all height etc. complete as directed by engineer-in-charge. The contractor should furnish a performance guarantee of 10 years against leakage, debonding from the edges. Size of expansion joint 40mm x 12 mm

Providing weep holes in Plain/ Reinforced concrete/ Masonry abutment/ compound wall/ return wall with 110 mm dia PVC pipe of 6kg/cm2 covered with non woven geo-synthetic filter upto half lenth of pipe and dia of pipe, with proper slope and filling the same with "No fine concrete" and finishing the same as per surrounding, including scaffolding, cutting and reinforcement bars, curing etc. complete as per direction.

Providing wet drilling accurate and clean holes of 152mm clear diameter in RCC walls, slabs, beam or any other RCC member without vibration by core cutting (diamond drilling) machine of HILTI or equivalent including scaffolding, safety majors, disposing the debris, cleaning for all levels/ all height as per structural consultant's drawing, after approval of engineer in charge etc compete. Measurement will be taken for the depth of holes in running meter for specified diameter. Holes shall made by authorised approved agency.

Providind & applying polymer modified mortar in patch of displaced concrete. Proportion for modified mortar, cement 1 parts by weight 50kg, coarse river Sand 3 part by weight 150 kg, polymer Latex 0.15 part by weight 10 kg, water 0.30 to 0.35 part by 15 to 17.50 Liter. One bag of cement 50 Kg (Work Output) -0.105 cum, consumption of polymer latex 7.5 kg -.105 Cu.mt. Thickness of the mortar shall be 50 mm thick in 2 to 3 layer after applying SBR bond coat in each layer, curing scaffolding etc.complete as directed by engineern in charge.

3. FORM WORK, Providing and installing centering and shuttering for specified architectural elements in new FRP moulding to give exposed quality fair finish coloured concrete in vertical casting manner, including strutting, propping, bracing to give fair/ smooth finish using best quality FRP mould (new) and supported with necessary MS adjustable steel props, H frames with bracing, adjustable spans, etc. including removal of forms for all heights and all level etc complete as directed by engineer in charge. FRP mould shall be produced according to concept drawing/ design given by architect. Shop drawing/ shuttering pattern drawing shall be produced by contractor based on concept drawing. FRP mould shall be approved before use for casting the RCC elements. One cast element also to be approved before execution of mass works. Surface area of elements shall be considered for payment. a) FRP Shuttering for column/ pillar

Providing and installing centering and shuttering for specified architectural elements in new FRP moulding to give exposed quality fair finish coloured concrete in vertical casting manner, including strutting, propping, bracing to give fair/ smooth finish using best quality FRP mould (new) and supported with necessary MS adjustable steel props, H frames with bracing, adjustable spans, etc. including removal of forms for all heights and all level etc complete as directed by engineer in charge. FRP mould shall be produced according to concept drawing/ design given by architect. Shop drawing/ shuttering pattern drawing shall be produced by contractor based on concept drawing. FRP mould shall be approved before use for casting the RCC elements. One cast element also to be approved before execution of mass works. Surface area of elements shall be considered for payment. b) FRP Shuttering for Architectural window projection

Providing and installing centering and shuttering for specified architectural elements in new FRP moulding to give exposed quality fair finish coloured concrete in vertical casting manner, including strutting, propping, bracing to give fair/ smooth finish using best quality FRP mould (new) and supported with necessary MS adjustable steel props, H frames with bracing, adjustable spans, etc. including removal of forms for all heights and all level etc complete as directed by engineer in charge. FRP mould shall be produced according to concept drawing/ design given by architect. Shop drawing/ shuttering pattern drawing shall be produced by contractor based on concept drawing. FRP mould shall be approved before use for casting the RCC elements. One cast element also to be approved before execution of mass works. Surface area of elements shall be considered for payment. c) FRP Shuttering for parapet coping

Providing and installing centering and shuttering for specified architectural elements in new FRP moulding to give exposed quality fair finish coloured concrete in vertical casting manner, including strutting, propping, bracing to give fair/ smooth finish using best quality FRP mould (new) and supported with necessary MS adjustable steel props, H frames with bracing, adjustable spans, etc. including removal of forms for all heights and all level etc complete as directed by engineer in charge. FRP mould shall be produced according to concept drawing/ design given by architect. Shop drawing/ shuttering pattern drawing shall be produced by contractor based on concept drawing. FRP mould shall be approved before use for casting the RCC elements. One cast element also to be approved before execution of mass works. Surface area of elements shall be considered for payment. d) FRP Shuttering for bollard

Providing & laying approved quality Riverwash kota stone of approved shade, thickness 30mm, in floor, pathway, sitting etc. in sizes upto 600mm x 600mm including average 40 mm thick cement mortar bedding in 1:6 laid and jointed with grey cement etc complete as per approved sample by Architect, drawings and instruction of EIC for at all floors/ all levels/ all heights and all shapes. The rate includes machine cut edges of uniform thickness, curing, finishing, Fill joint with epoxy upto 10mm depth but not less then 5mm and protecting the flooring. Only finished work will be measured and paid. Bands of different materail as per drawing as pattern in any type of flooring shall be meausered and paid in relevent tender item . No extra payment shall be made for creating any type of bands.

Providing & laying approved quality Riverwash kota stone of approved shade, thickness 30mm, in floor, pathway, sitting etc. in sizes upto 1000mm long kota including average 40 mm thick cement mortar bedding in 1:6 laid and jointed with grey cement etc complete as per approved sample by Architect, drawings and instruction of EIC for at all floors/ all levels/ all heights and all shapes. The rate includes machine cut edges of uniform thickness, curing, finishing and protecting the flooring. Only finished work will be measured and paid. Bands of different materail as per drawing as pattern in any type of flooring shall be meausered and paid in relevent tender item . No extra payment shall be made for creating any type of bands.

Providing & laying approved quality Riverwash kota stone of approved shade, thickness 30mm, in floor, pathway, stair etc. in sizes upto 1500mm long kota including average 40 mm thick cement mortar bedding in 1:6 laid and jointed with grey cement etc complete as per approved sample by Architect, drawings and instruction of EIC for at all floors/ all levels/ all heights and all shapes. The rate includes machine cut edges of uniform thickness, curing, finishing and protecting the flooring. Only finished work will be measured and paid. Bands of different materail as per drawing as pattern in any type of flooring shall be meausered and paid in relevent tender item . No extra payment shall be made for creating any type of bands.

Providing and fixing Decorative Cast Iron Railing/Fencing/Grill on compound wall and other location as per approved design which includes necessary pattern making, casting, finishing, fabrication, fixing, grinding, shot blasting , necessary tools, tackles, labor and required civil work, welding, riveting and finishing & painting as per detailed specification and satisfaction of Architect and Engineer in Charge. The Cast Iron should be painted with two coats of Zinc Chromate Yellow Oxide and two coats of Enamel Paint of desired shade and make as approved by the Architect and Engineer In Charge etc complete.

11) PAINTING WORKS:- Providing & applying 100% External Acrylic emulsion Paint of desired shed from Apex ultima of Asian, ICI or equivalent in minimum three coats (1 coat of exterior grade primer and 2 coats of paint) to give an even shade with brush on exterior sand faced plastered surfaces / mala plastered surfaces / textured surface or any surfaces at all heights including scaffolding, thoroughly brushing the surfaces with sand paper to make it free from mortar dropping and other foreign matter etc. complete as per the manufacture's specification and up to the satisfaction of Engineer in charge. The rate shall also include the cost of filler for cracks on the surfaces. (Rate shall be inclusive of minimum 1 coat of exterior grade appropriate primer).

Providing and applying Silicone paint of Wacker SILRES(R) BS 290 or equivalent dilute in praportion 1 liter : 13 liter solvent as recommended by manufacturer over exposed concrete surface, stone masonry, stone paving (Two coats on wet on wet applied ) for all height, all level etc complete as directed by the Engineer-in-charge, so as original look does not change. The contractor shall furnish a minimum 5 years guarantee on stamp paper to the employer directly. Rate shall be inclusive of tools, tackles and necessary scafolding for application.

Providing and applying 400 microns thick coal tar extended epoxy resin coating to sound concrete surface after carry out surface preparation to remove loose concrete, curing compound or any other foreign material, mixing base and hardener component of Coal tar extended epoxy resin coating, apply first coat at 200 microns DFT using suitable brush or roller, allow the first coat to dry for 6 hrs at 35°C followed by application of application of second coat at 200 microns DFT in perpendicular direction to first coat etc. complete as per manufacturer’s specification for all level all depth as directed by engineer incharge. Coal tar extended epoxy resin coating shall be having 100% solid contents by weight, specific gravity - 1.54 at 27°C, Curing efficiency – 93 % (BS 7542), Water absorption <0.01 % (ASTM D 570), Bond Strength: min 1 N/mm2 (BS 1881 Pt 207), Water Permeability: nil at @ 2 bars pressure over 3 months, Salt spray test: nil @ 200 microns DFT over 1000 hrs (BS 1881 Pt. 124:1988), Impact Resistance: passed (BS 3900 Pt E3) & Chemical resistance checked in accordance with ASTM D 453

15.0(A) ROAD WORKS:- Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50Mt.lead.

Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including stacking useful materials on road side and disposing off remaining stuff.

Providing and laying of dry lean cement concrete (DLC) of M15 grade and compacting the same with 8 to 10 Tone vibratory roller as per the specifications and as per drawing and as directed by the Engineer. Rate shall include cost of formwork if any.

Sub Grade Construction - Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead (more than 10 ton) . Construction of sub grade and earthen shoulder satisfying the requirements of minimum soaked CBR value of 8 with approved material obtained from borrow area with all lifts and lead and rolling, watering all complete as per Technical Specification.

Granular Sub Base Construction - Construction of compacted Granular sub base (Grade-II) crushed B.T. material of (53mm to 95mm @50%, 9.5mm to 2.36mm @ 20% below 2.36mm @30%) by providing close graded material mixing in a mechanical mix plant at OMC, carriage of a mix material to work site, spreading uniform layers with motor grader on prepared surface & compacting with vibratory power roller to achieve desired density complete

Wet Mix Macadam - 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.

Providing and laying evenly priming coat using low viscocity liquid bituminious emulsion of IS 8887 materials at the rate of 7.5 Kg / 10 Sq.M. on road surface using emulsion pressure sprayer etc complete including the cost of all labour and materials

Providing and laying Dense bituminous macadam compacted thickness using specified graded black trap crushed stone aggregates as per MORTH gradation using VG 40 bulk bitumen for mixing at the rate of 4.5 % (45 Kg./M.T.) by Drum mix and hot laid process using sensor paver finisher to the required camber and grade, and rolling with vibratory roller to achieve desire density including cost of fire wood, oil, Kerosene, flushing of stone dust as required, labour charges and hire charges of machineries etc. complete

Providing and laying Bituminous concrete with B.T. stone chips as per MORTH gradation and specifications using VG 40 bulk bitumen for mixing at the rate of 5.0 % (50.0 Kg./M.T.)by wt. of total mix inclg. heating the asphalt, using the emulsion (R.S.) for tack coat @ 2.5 Kg/10Sq.M. and aggregates by continous batching drum mix plant and spreading the same by paver finisher to the required camber and grade, including rolling with vibratory roller to achive desired density and using, fire wood, oil, Kerosene, labour charges and hire charges of machinaries etc. complete.

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.

Providing and fixing rubber speed breakers (with polyurethane binder) of size 500mm x 350mm x 50mm lining with 8 no of inbuilt cat eyes per piece Including intermediate and end members as per manufacturer's specifications or supplier's specifications and as directed by engineer in charge. Weight of speed breaker approximate 15 Kg/Rmt and weight capacity 20 Tons with high impact resistance and brutal weather condition. Speed breaker shall be fixed with grout (min 8 holes for fixing per piece) and as per manufacturer's specification. Sample shall be approved by engineer in charge.

Providing and applying average 2.5 mm thick road marking strips of any size, shape, graphic, letter etc (retroreflective) 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.

Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injuction high compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each unit for fixing.

Providing and laying of Filter media with granular materials/stone crushed aggregates/ sand 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.

Pre cast concrete kerb for liner kerbing in plan Providing & fixing M25 grade of concrete precast exposed/ fare finish/ texture finish kerb stones of Vyara and as per sample approved of any sizes, any shape. Kerbs shall be fixed on the foundation prepared of M15 grade concrete as of approved design including curing, formwork etc. complete. The rate shall also include for erecting and fixing the pieces in position for complete Kerb systems with Chamfered type of kerbs including necessary accessories of kerb like Radius Kerbs, Angles and Quadrant Kerbs etc complete as per drawing. The rate shall also include the flush pointing in CM (1:2) for all joints of the kerbstones. (Sample must be approved). The contractor rate shall also include the cost of excavation, base PCC M15 grade and finish good, curing etc complete as directed by engineer in charge. Rate shall be unit of One Cum.

Cast insitu kerb Providing and laying cast in situ cement concrete kerbs in curveture shape/ agular shape of M25 grade (approximate kerb size - 300mm x 150mm) including casting, shuttering, finishing, curing etc complete as per drawing and as directed by engineer-in-charge. Top surface of kerb shall be immediate finish by trowel (to be done at site) as per drawing. Monolithic and homogeneous casting is required using MS mould only. Two layer casting is not allowed in any case. Rate shall be inclusive of shuttering (contractor must use new shuttering), immediate trowel finish, expose rendering, curing etc complete with good finish at ground level. Reinforcement, fiber, excavation, base PCC etc shall be paid in relevant items.

15.0 (B) GENERAL DEVELOPMENT WORKS:- Paver Block Laying Colored/ Grey 80mm thk, M-45 Grade Providing and laying shot blasted Non- interlocking, Grey/ Colored brick type paver blocks of 80 mm thick M-40 grade machine made and blasting by automatic shot blasting machine and high density of as per approved sample of Vyara, Alcock, Super, Nishu for footpath, parking areas, service lanes and other areas as mentioned in the drawing. Including providing and laying 50 to 80 mm thick average bedding layer of coarse sand below paver block as per required grading and specification. Laid paver block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level by skilled mason of flooring work only. It should be laid in such a way that the no cutting of the paver block to be necessary. If cutting of paver block shall be required, than cut by machine only and laying to be done by skilled flooring mason. The Finished surface of the Paver Block shall have Coarse Sand Texture Finish. Paver blocks shall be compacted and shall be re-laid if necessary. Actual laid area shall be measured and paid without any wastage.

Providing and making Tree pit. It includes excavation upto 600 mm depth including removal of the debris, Size of the pit is 1000 mm dia. Hume pipe of 900mm dia. NP2 class with 600mm height to be placed in the excavated pit and outside area of the Hume pipe to be filled with the good quality earth completed as directed by Engineer-in-Charge. Rate shall also include necessary fixing with Road as shown in the drawing or as directed by Engineer-in-Charge.

Providing and fixing Tree Guard, fabricated from 25 x 25 x 3 mm angle and 32 x 32 mm of 3.2 mm thick weld mesh as per drawing and details. Necessary provisions for the anchoring to floor shall be made in the tree guard. Tree guard shall be painted with 1 coat of epoxy primer of 50 to 60 micron DFT (dry film thickness) and 2 top coats of Metal PU Paint of having DFT 40 to 50 micron of approved shade of MRF or equivalent paint as per manufacture’s specification over all the surfaces or as specified in the drawing as per the shade approved as per the drawing and specification. The rate shall also include the fixing of necessary name plate. (Sample to be approved)

Tree pit cover - Providing, making & fixing tree pit cover around the tree pit, factory made exposed /fare finish precast Tree pit cover block of two halve in FRC concrete of size - 0.90Mt x 0.90Mt x 0.065mt including transporting, fixing etc. complete. The rate shall also include for erecting and fixing the pieces in position as shown in the drawing with necessary equipments without any demage. (Sample to be approved)

Supplying and Planting with well grown Shrubs for planter of average height 3' to 4' and as per approved species and planting inexisting plater/ pits by providing and mixing FYM with soil pesticide & insecticide. Plants should be disease free and fungus free in 8"x 10" polythene bag. Plastic bags or pots should be removed carefully and soil around the roots should not be dropped or disturbed much. Bill shall be placed after completion of maintenance period but not before stabilizing the shrubs. Mortality rates to be inclusive. Work shall be done as shown in the drawing or as directed and approved by EIC.

Tree Plantation - Supplying and planting of trees of specified variety including mixing of FYM & good soil in ratio 1:3, termite treatment, and planting of plants in existing tree pit. (height 8'-10' above bags/pots). Soil mounts 4”-6” in size. Tree plantation should be carried on neatly accurately and with perfection as per drawing and instruction given by the EIC. Plastic bags or pots should be removed carefully and soil around the roots should not be dropped or disturbed much. Bill shall be placed after completion of maintenance period but not before stabilizing the hedges. Rates for mortality to be inclusive. Providing and fixing tripod made of wooden balli, height 1.50mtr. Top bracket to be 300mm x 300mm. leg embedded in ground up to 300mm and to have tar coat. Work shall be done as shown in the drawing or as directed and approved by EIC.

Supplying and installation of street benches of size 1830 mm length x 533 mm wide at legs x 685 mm high x 380 mm seat made out of CAST IRON with necessary mild steel (Hot deep Galvanized) works framing with one coat of epoxy primer and PU paint of approved make and shade. Teak wood ghana planks of size 1830mm lenght x 75mm wide x 25mm thick with external grade PU polished finish of approved make and shade shall be fixed on seat of bench with necessary hardware etc complete and fixing the bench to floor as per the detail drawings and instructions of engineer in charge. The rate should include fixing of benches to floor etc. complete. Sample shall be approved by architect.

Providing, casting, hoisting, installing in position Precast Reinforced cement concrete (M25) Bench as per design and drawing having 40mm thick mirror polished Granite of approved shade in three piece on top. groove of same width as mortar thickness shall be provided between top granite stone and concrete top as per drawing. Remaining surface of bench shall be expose rcc work. All edges of granite shall be champhered and polished. Rate shall be inclusive of RCC, reinforcement and granite work with all material, labour for making, fixing, loading, unloading, hoisting, placing, polishing etc complete as directed by engineer in charge. Sample shall be approved before execution of work. Size of Bench - 1500 L x 450 mm W x 380mm H (100mm thick seat) with tappered solid base (1100mm x 200mm at bottom and 1200mm x 300mm at top)

Providing and installing floor/ mounted dustbins of Sintex, Nilkamal, Prince or equivalent. Dust bin shall be one Piece Moulded, Heavy Duty Waste Bin of approx. 80 Litres capacity made out of FDA approved virgin grades of Polyethylene material manufactured from Rotational Moulding Process / Blow Moulding Process absolutely smooth and sanitary, chemical resistant, blended with stabilizers, Anti Corrosive, Anti Acidic, Non toxic and free from joints, welds or rims; provided with fully openable unique lid, open from either side for easy garbage drop even from distance, ideal for Storage and Handling of Solid Waste to satisfy the critical requirements of MSW 2000. Virgin Grade of Polyethylene material confirming to the requirement of IS 10146 – 1982. Dustbin shall be fixed on floor or wall as per approved sample.

ACP sheet signage on door/ wall mounted/ hung from ceiling: Providing, Making and fixing 4 mm thick ACP sign of any shape and size of Flexi bond or equivalent to be cut on CNC router cutting and smoothen all corners and edges. ACP sheet shall fixed on both side of framing and sign shall be done on one side. Matter shall be cut in 3M Reflective vinyl and paste on it as per design and detail and as per manufacturer's specifications. UV stabilized lamination shall be done on it. The ACP sheet shall be fixed or hanged with necessary SS fastners, self adhesive tap of 3M on existing MS pole. Pasting of vinly must be accurate as per the design on the approved size ACP without any kind of bubbles. Content of sign shall be letters (In Gujarati & English), graphics/ maps, signs etc. in any colour as per design, drawing and approved by Architect and Engineer in charge.The rate shall also include cost of scaffolding, drilling, fabrication, finishing, adhesive material etc at all height and all lead but exclusive the cost of structural steel work. The contractor should submit the drawings based on concept design and do the sampling and get it approval before mass production.

17. STORM WATER & INTERCEPTOR SEWER NETWORK:- Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter as directed by engineer in charge. Excavation and back filling with compaction shall be paid in relevant tender items. (i) 300 mm dia.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter as directed by engineer in charge. Excavation and back filling with compaction shall be paid in relevant tender items. (ii) 450 mm dia.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter as directed by engineer in charge. Excavtion and back filling with compaction shall be paid in relevant tender items. (iii) 600 mm dia.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter as directed by engineer in charge. Excavation and back filling with compaction shall be paid in relevant tender items. (iv) 900 mm dia.

Providing and laying ISI Standard R.C.C. NP2 class pipes having test pressure 0.7 kg/sq.cm of 200 mm diameter (of Sulphate Resisting Cement) in standard lengths suitable for either collar joints rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Note : One collar should be supplied with each full length plain ended RCC Pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in the rate. Excavation and back filling with compaction shall be paid in relevant tender items.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including frame and cover with frame size 560mm diameter as specified. (A) With 230mm thick walls of brick masonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth 0.90 Metre. Cost of Manhole cover with frame shall be paid in relevant tender item.

(I) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part thereof over item No.24.27 (I) for depth from 0.9M to 1.5M.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including cover with frame size 560mm diameter as specified. (A) With 230mm thick walls of brick masonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type depth 1.50 Metre. Cost of Manhole cover with frame shall be paid in relevant tender item.

(II) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. GR Part thereof over item No.24.27 (I) for depth from 1.50M. to 2.25M.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including cover with frame size 560mm diameter as specified. (A) With 230mm thick walls of brick masonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (3) C type depth 2.25 Metre. Cost of Manhole cover with frame shall be paid in relevant tender item.

(III) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part thereof over item No. 24.27 (III) for depth from 2.25M to 3.15M.

Providing & fixing Fiber reinforced concrete heavy duty manhole frame and cover as per drawing having load bearing capacity of 35 MT each with lifting arrangements including loading, carting, unloading, stacking, fixing in cement concrete of 1:2:4, finishing with existing surface etc complete as directed by engineer in charge.

FRP Recessed Man hole cover Providing and Fixing heavy duty double seal FRP Manhole cover with frame of 25MT capacity, in matching shade of surrounding pavement and design according to EN - 124:1994 of HP or equivalent of clear opening size of 600mm x 600mm and recesse depth 80mm, with client's logo etc. complete as approved by architect and as directed by engineer in charge. Frame shall be embaded in concrete of M25 grade and top level of frame shall be flush with road level. Frame and cover shall be with 4 number lifting key with proper lifting arrangement. Rate shall be inclusive of cover frame and concrete work. The rate includes carting upto any lead from store to site as per directed by engineer in charge.

Providing and placing in position factory made fair finish Precast RCC frame & perforated/ slotted Covers on drains of size 600mm x 600mm x 100mm of approved make of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of moulding, reinforcement, rendering, etc i.c. cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.

U-Shaped Drain Providing,Unloading, Placing U Shape " Factory made"drain with lid including Bed preparation with 50mm thick levelling cement mortar 1:3 (1 Cement : 3 Sand) including Jointing work of drain and lid, precast RCC Self Compacting High performance Concrete grade M40 storm water U Shape drain with Lid having internal size 750 mmx 750 mm with lifiting MS insert plate of 100 mm x 300 mm x 8 mm thick on one side of Drain wall as per drawing and details. The drain shall have wall thickness of 100 mm that can take a Heavy vehicle load with 5 T Point load, steam cured, Fe 500D TMT steel as reinforcement as per details and with a smooth surface as per instruction of Engineer-in-charge including transportation.

(B)ELECTRICAL WORKS External Lighting:- Supply & installation of light pole with complete with base plate and as per required fixture mounting with foundation as per requirement complete in all respect as per drawing. Junction box shall be in concealed manner (inside the pole) with 1 no 6A SP mcb. 6 way 16A Connector strip suitable to terminate armoured cables. Adequate size cutout with opeanable hinged door should be provided on pole with necessary gasket to ensure water tight arrangement for pulling cables and installation of mcb, connectors etc, complete in all respect as per requirement and instruction of engineer in charge. Scope also includes necessary foundation, earthing, cable entry pipes, 3 core round flexible wire from junction box to light fixture etc,. B) Approx 4.0 Mtr long, light pole Type - A with basic rate of Rs. 26,000/- for street lighting

Supply & installation of light pole with complete with base plate and as per required fixture mounting with foundation as per requirement complete in all respect as per drawing. Junction box shall be in concealed manner (inside the pole) with 1 no 6A SP mcb. 6 way 16A Connector strip suitable to terminate armoured cables. Adequate size cutout with opeanable hinged door should be provided on pole with necessary gasket to ensure water tight arrangement for pulling cables and installation of mcb, connectors etc, complete in all respect as per requirement and instruction of engineer in charge. Scope also includes necessary foundation, earthing, cable entry pipes, 3 core round flexible wire from junction box to light fixture etc,. Any kind of External light fixture Type - B with Basic rate of Rs 10,000/- (up to Rs. 15,000/-)

Supply & installation of light pole with complete with base plate and as per required fixture mounting with foundation as per requirement complete in all respect as per drawing. Junction box shall be in concealed manner (inside the pole) with 1 no 6A SP mcb. 6 way 16A Connector strip suitable to terminate armoured cables. Adequate size cutout with opeanable hinged door should be provided on pole with necessary gasket to ensure water tight arrangement for pulling cables and installation of mcb, connectors etc, complete in all respect as per requirement and instruction of engineer in charge. Scope also includes necessary foundation, earthing, cable entry pipes, 3 core round flexible wire from junction box to light fixture etc,. Any kind of street light / post top light / Bolard fixture Type - C with Basic rate of Rs 22,000/- (above Rs. 15,000/-)

Section feeder Pillar-1 (for Metering)( Outdoor Type) Supplying, unloading at site, shifting to site, assembling, leveling, grouting, erecting, Testing, & Commissioning double compartmentalized Double door type section feeder pillar with IP 54 protection & should be powder coated fabricated from 14 Gauge CRCA sheet & folded channel totally enclosed cubical type with pad lock arrangement. The successful tenderer will have to prepare general arrangement with dimensions & get it approve through Architect/ Consultant. All civil work including RCC platform for section pillar should be in scope of Electrical contractor complete in all respect as per detail drawing and directed by engineer incharge. As per SLD, Separate Compartment for each outgoing feeder for each LT Meter, LT Meter should be install by Supply company. (Scope : LT meter shall be supply by local supply company & only vacant compart shall be provided for each LT meter rest of all items inclusing wiring should be consider in scope)

Earthing Supplying & erecting in earthpit of minimum bore dia. 225mm size ASH or approved make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free G.I.Pipes having Outer pipe dia of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-250 Micron galvanising, connection terminal dia of 14 mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications. [B] For electrical installation up to 11 KV located in other than normal soil i.e. Soft Rock, Marshy soil. etc. - Length of Pipe: 2 Mtr. “- back filling compound: 1 no Bag of 25 Kg.” Back filling Compound: 1no. Bag of 25Kg.

Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same material at required depth for laying of cable. below ground / road surface for enclosing cable and back filling the same to make ground as per original. (A)50 mm dia

Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same material at required depth for laying of cable. below ground / road surface for enclosing cable and back filling the same to make ground as per original. (B) 90 mm dia

Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same material at required depth for laying of cable. below ground / road surface for enclosing cable and back filling the same to make ground as per original. (C)150 mm dia.

Supplying and erecting Flexible PVC insulated multistrand multicore 1.1 kv grade ISI marked copper wires of following size to be erected as directed. h) 2.50 Sq.mm 3 core round PVC sheathed

Supplying and erecting Flexible PVC insulated multistrand multicore 1.1 kv grade ISI marked copper wires of following size to be erected as directed. j) 4.00 Sq.mm 3 core round PVC sheathed

(C) DEMOLITION WORKS :- Demolition of Reinforced cement concrete including cutting of reinforcement, stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. as directed Engineer-in-charge (i) R.C.C. work including road

Demolition and disposal of unserviceable materials with all lead and lift as directed Engineer-in-charge (i) Lime concrete,

Dismantling of brick work and stone masonry including both side plastering or cladding, stacking of serviceable materials and disposal of unserviceable materials at nonobjectionable place with all leads and lifts including dismantling concealed pipes etc. complete in cement mortar.

Dismantling Steel work including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift as directed Engineer-in-charge.

Dismantling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift as directed Engineer-in-charge.

SUB ESTIMATE NO. 2 (A) CIVIL WORKS, EARTHWORKS) : Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle

Providing material and labour, machinery for Excavation of foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in the campus for all lead, all lift/ depth and back filling foundations, the trenches, plot filling, plinth filling with excavted material (excluding hard rock and black cotton soil) anywhere from the site/ campus etc complete as directed by Engineer in charge. - Any type of soil or rock not requiring Blasting.

Providing material and labour for Excavation of foundation from 1.5 mt to 3.0 mt depth including sorting out and stacking of useful materials and disposing off the excavated stuff with in the campus for all lead, all lift/ depth and back filling foundations, the trenches, plot filling, plinth filling with excavted material (excluding hard rock and black cotton soil) anywhere from the site/ campus etc complete as directed by Engineer in charge. - Any type of soil or rock not requiring Blasting.

2) CONCRETE WORKS:-Providing and laying in position machine mixed, machine mixed plain cement concrete (PCC) of M15 grade including all necessary dewatering, casting in panels of any size and thickness wherever necessary, to shape and depth as specified at all locations and with all leads and lift/depth, compaction, vibration, curing, transporting and pumping wherever necessary including the cost of form work (if required) and removal of formwork etc. complete as directed by the Engineer.

Providing and laying in position machine mixed, machine batch, machine vibrated design mix cement concrete for reinforced cement concrete work of specified grade using graded black trap stone aggregates of maximum 20mm nominal (down graded) size obtained from approved quarry including fine aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability shall be followed as per approved design mix and latest IS 456 (whichever is higher) for all elements of any shape and size, at all places and heights/ depths including laying of concrete, vibrating, finishing and curing etc. and including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, to improve workability without impairing strength and durability as per direction of Engineer-in-charge. Rate shall be inclusive of providing grooves, drip moulds, ghisis, pockets, cutouts etc. and labour for insert sleeves if any wherever required while casting. Rate also to include lift charges and scaffolding for all heights / depths from FFL / GL. Including the cost of centering, shuttering (as per specification), but excluding the cost of reinforcement a) M30 grade of RCC

Providing and laying in position machine mixed, machine batch, machine vibrated design mix cement concrete for reinforced cement concrete work of specified grade using graded black trap stone aggregates of maximum 20mm nominal (down graded) size obtained from approved quarry including fine aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability shall be followed as per approved design mix and latest IS 456 (whichever is higher) for all elements of any shape and size, at all places and heights/ depths including laying of concrete, vibrating, finishing and curing etc. and including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, to improve workability without impairing strength and durability as per direction of Engineer-in-charge. Rate shall be inclusive of providing grooves, drip moulds, ghisis, pockets, cutouts etc. and labour for insert sleeves if any wherever required while casting. Rate also to include lift charges and scaffolding for all heights / depths from FFL / GL. Including the cost of centering, shuttering (as per specification), but excluding the cost of reinforcementb) M35 grade of RCC

Extra for Colour Concrete : Extra over concrete for providing and adding colour pigment as admixture of approved make and shade as per manufacturer's specification in specified grade of plain/ reinforced cement concrete for any type of element as per drawing and as directed by engineer in charge. Rate shall be for actual volume of concrete cast with colour pigment.

Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-35 cement concrete to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) (i) 450mm dia

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-35 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. complete, including removal of excavated earth with all lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). (ii) 900mm dia Pile

Supplying, fabricating and placing in position MS liner made of 6 mm thick MS plate for initial length of cast-in-situ concrete piles including all operation such as straightening, cutting, bending to shape, welding, fabricating, driving, placing in position, applying 2 coats of primer and 2 coats of anticorrosive paint etc. complete as per specification excluding temporary liner if provided. Depth of liner shall be decided by Engineer-in-charge and as per site condition.

Providing Precast controlled Cement Concrete M-450 work for steps and other similar elements including centering, shuttering, curing, scaffolding, ramming, vibrating, finishing, lauching or shifting etc all complete including all machinery and labours and as directed by engineer in charge.

Providing and fixing in position to exact profile high tensile steel wires of required ultimate strength including bending, cutting, tying providing necessary standard and anchorages, sheathing, stressing, grouting, ducts as per detailed drawing including necessary plant and machinery complete.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding (with 18 SWG -1.22 mm GI wire) and placing in position complete for all floors, all levels, all heights/ depth complete as per drawings, specifications and direction of Engineer in Charge.

Providing fusion bonded Epoxy coating not less than 175 micron thickness and upto 300 micron to reinforcement bars of any diameteer as per IS-13620-1993/ ASTM-775 M including testing of coating at plant and all taxes etc complete as directed by engineer in charge.

3) FORM WORK:- Providing and installing centering and shuttering for specified architectural elements in new FRP moulding to give exposed quality fair finish coloured concrete in vertical casting manner, including strutting, propping, bracing to give fair/ smooth finish using best quality FRP mould (new) and supported with necessary MS adjustable steel props, H frames with bracing, adjustable spans, etc. including removal of forms for all heights and all level etc complete as directed by engineer in charge. FRP mould shall be produced according to concept drawing/ design given by architect. Shop drawing/ shuttering pattern drawing shall be produced by contractor based on concept drawing. FRP mould shall be approved before use for casting the RCC elements. One cast element also to be approved before execution of mass works. Surface area of elements shall be considered for payment. a) FRP Shuttering for column/ pillar

Providing and installing centering and shuttering for specified architectural elements in new FRP moulding to give exposed quality fair finish coloured concrete in vertical casting manner, including strutting, propping, bracing to give fair/ smooth finish using best quality FRP mould (new) and supported with necessary MS adjustable steel props, H frames with bracing, adjustable spans, etc. including removal of forms for all heights and all level etc complete as directed by engineer in charge. FRP mould shall be produced according to concept drawing/ design given by architect. Shop drawing/ shuttering pattern drawing shall be produced by contractor based on concept drawing. FRP mould shall be approved before use for casting the RCC elements. One cast element also to be approved before execution of mass works. Surface area of elements shall be considered for payment. b) FRP Shuttering for Architectural Projection / Element

Providing and installing centering and shuttering for specified architectural elements in new FRP moulding to give exposed quality fair finish coloured concrete in vertical casting manner, including strutting, propping, bracing to give fair/ smooth finish using best quality FRP mould (new) and supported with necessary MS adjustable steel props, H frames with bracing, adjustable spans, etc. including removal of forms for all heights and all level etc complete as directed by engineer in charge. FRP mould shall be produced according to concept drawing/ design given by architect. Shop drawing/ shuttering pattern drawing shall be produced by contractor based on concept drawing. FRP mould shall be approved before use for casting the RCC elements. One cast element also to be approved before execution of mass works. Surface area of elements shall be considered for payment. c) FRP Shuttering for parapet coping

Providing and installing centering and shuttering for specified architectural elements in new FRP moulding to give exposed quality fair finish coloured concrete in vertical casting manner, including strutting, propping, bracing to give fair/ smooth finish using best quality FRP mould (new) and supported with necessary MS adjustable steel props, H frames with bracing, adjustable spans, etc. including removal of forms for all heights and all level etc complete as directed by engineer in charge. FRP mould shall be produced according to concept drawing/ design given by architect. Shop drawing/ shuttering pattern drawing shall be produced by contractor based on concept drawing. FRP mould shall be approved before use for casting the RCC elements. One cast element also to be approved before execution of mass works. Surface area of elements shall be considered for payment.d) FRP Shuttering for bollard

4. MASONRY WORKS:- Providing and laying brick work using common burnt clay conventional building bricks conforming to IS 1077-1992 having compressive strength not less than 35 Kg/cm2 in any shape and thickness including finishing, curing, scaffolding in cement mortar 1:5. (1- Cement : 5 -fine sand) complete as directed by engineer-in-charge. I) In Foundation & Plinth

Providing and laying brick work using common burnt clay conventional building bricks conforming to IS 1077-1992 having compressive strength not less than 35 Kg/cm2 in any shape and thickness including finishing, curing, scaffolding in cement mortar 1:5. (1- Cement : 5 -fine sand) complete as directed by engineer-in-charge. II) In Superstructure above plinth upto floor two level

Providing and laying half brick masonry with common burnt clay building bricks having compressive strength not less than 50 Kg/cm2 at all heights, levels, locations and shapes, including finishing, curing, scaffolding in cement mortar 1:4 (1- Cement : 4 -fine sand) complete as directed by the engineer-in-charge. II) In superstructure above plinth upto floor two level

7) PLASTERING & POINTING WORKS:- Providing and laying average 10 mm thick single coat mala finish plaster (finished smooth with steel trowel) in CM 1:3 (1 cement : 3 Coarse sand), on ceilings and stair soffits at all floors, all shapes and all heights with necessary scaffolding, finishing, curing, making grooves, forming pattas, hacking properly to RCC surface (144 Nr of hacks per sqft) etc. complete as directed by Engineer-in-charge.

Providing and laying average 15 mm thick single coat wire finish plaster / smooth finish plaster in CM 1:3 (1 cement : 3 Coarse sand) on sides of brick work/ blocks wall/ RCC work at all floors, all shapes and all heights with necessary scaffolding, finishing, curing, hacking properly RCC surface etc. complete to receive wall tiles as directed by the Architect and Engineer-in-charge.

Providing & laying average 20 mm thick mala finish cement plaster in two coats on internal/ external sides of masonry work / block wall / RCC wall at all heights, all shapes and all levels with 12 mm thick under coat in CM 1:4 (1 cement : 4 coarse sand) rough wired finish and 8 mm thick finishing coat in CM 1:2 (1 cement : 2 fine sand) mala finish (finished with steel trowel) including scaffolding, finishing, curing, making grooves, forming pattas and drip mould, hacking RCC surface etc. complete, as directed by Engineer-In-charge.

Providing & laying approved quality Riverwash kota stone of approved shade, thickness 30mm, in floor, pathway, sitting etc. in sizes upto 600mm x 600mm including average 40 mm thick cement mortar bedding in 1:6 laid and jointed with grey cement etc complete as per approved sample by Architect, drawings and instruction of EIC for at all floors/ all levels/ all heights and all shapes. The rate includes machine cut edges of uniform thickness, curing, finishing, Fill joint with epoxy upto 10mm depth but not less then 5mm and protecting the flooring. Only finished work will be measured and paid. Bands of different materail as per drawing as pattern in any type of flooring shall be meausered and paid in relevent tender item. No extra payment shall be made for creating any type of bands.

Providing & laying approved quality Riverwash kota stone of approved shade, thickness 30mm, in floor, pathway, sitting etc. in sizes upto 1000mm long kota including average 40 mm thick cement mortar bedding in 1:6 laid and jointed with grey cement etc complete as per approved sample by Architect, drawings and instruction of EIC for at all floors/ all levels/ all heights and all shapes. The rate includes machine cut edges of uniform thickness, curing, finishing and protecting the flooring. Only finished work will be measured and paid. Bands of different materail as per drawing as pattern in any type of flooring shall be meausered and paid in relevent tender item . No extra payment shall be made for creating any type of bands.

Providing & laying approved quality Riverwash kota stone of approved shade, thickness 30mm, in floor, pathway, stair etc. in sizes upto 1500mm long kota including average 40 mm thick cement mortar bedding in 1:6 laid and jointed with grey cement etc complete as per approved sample by Architect, drawings and instruction of EIC for at all floors/ all levels/ all heights and all shapes. The rate includes machine cut edges of uniform thickness, curing, finishing and protecting the flooring. Only finished work will be measured and paid. Bands of different materail as per drawing as pattern in any type of flooring shall be meausered and paid in relevent tender item . No extra payment shall be made for creating any type of bands.

Providing and laying 60mm thick Solid Concrete Combination Cobbles of size 210mm/ 170mm/ 130mm/ 90mm x 160mm, made by vibro pressed method of VYARA or equivalent as approved by Architect/ EIC, with +/-3mm tolerance and thickness of wearing layer Not less than 5mm of any color and shade (UV Light resistant fast colours from Lanxess only to be used) having compressive strength of 50 Kg/cm2 for footpath, parking areas, service lanes and other areas as mentioned in the drawing. Combination cobbles shall be laid as per approved pattern and suggested by manufacturer. Including providing and laying average 50 mm thick average bedding layer of coarse sand below the block as per required grading and specification. Laid blocks shall be mechanically compacted. The work of the blocks shall be executed in line and level by skilled mason of flooring work only. It should be laid in such a way that the no cutting of the block to be necessary. Cutting of block shall be done using machine only and laying shall be done by skilled flooring mason. The Finished surface of the block shall have textured finish. The blocks shall be compacted and shall be re-laid if necessary. Sample of loose paver and laid paver shall be approved by consultant or engineer in charge before execution of work.

Providing and applying Hot deep galvanizing work confirming to IS 4579/ 2629/ 2633 with zinc of 85 micron thickness on Railing, Handrail, flag fixing sleeve pole, garbage box, Street furniture and similar works etc made from solid flat, bar, RHS, SHS, tubular hollow sections etc. as per the drawing and as instructed by engineer in charge. The rate shall include preparing the surface by shot blasting/ acid washing prior to hot deep galvanizing, labor, tools, machinery etc complete (Sample to be approved).

11) PAINTING WORKS :- Providing & applying 100% External Acrylic emulsion Paint of desired shed from Apex ultima of Asian, ICI or equivalent in minimum three coats (1 coat of exterior grade primer and 2 coats of paint) to give an even shade with brush on exterior sand faced plastered surfaces / mala plastered surfaces / textured surface or any surfaces at all heights including scaffolding, thoroughly brushing the surfaces with sand paper to make it free from mortar dropping and other foreign matter etc. complete as per the manufacture's specification and up to the satisfaction of Engineer in charge. The rate shall also include the cost of filler for cracks on the surfaces. (Rate shall be inclusive of minimum 1 coat of exterior grade appropriate primer).

15.0 (A) ROAD WORKS :- Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50Mt.lead.

Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including stacking useful materials on road side and disposing off remaining stuff.

Providing and laying cement concrete 1:3:6 (1‐ Cement : 3‐ coarse sand : 6‐ hand broken stone aggregates 20 mmnominal size) and curing complete excluding cost of formwork, etc complete including the cost of all labour and materials and as ditected by Engineer-in-charge in (A) Foundation and Plinth (more than 10 ton).

Sub Grade Construction - Earthwork for embankment including breaking clods, dressing with all lead and lift including watering, rolling, and consolidation of sub grade in layer and consolidation of sub grade in layers at O.M.C. to required dry density including filling the depressions which occur during the process using power roller 8 t to 10 t (B) from borrow area

Granular Sub Base Construction - Plant Mix Method (Construction of granular sub-base by providing close graded crushed stone aggregate, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - Grading II 1st & 2nd Layer

Wet Mix Macadam - 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. WMM 1st Layer & 2nd Layer (Mechanically laid).

Providing and laying evenly priming coat using low viscocity liquid bituminious emulsion of IS 8887 materials at the rate of 7.5 Kg / 10 Sq.M. on road surface using emulsion pressure sprayer etc complete including the cost of all labour and materials

Providing and Laying compacted 50mm thick dense graded bituminious macadam (DBM) Grade-1 in single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 Kg / 10 m2 in each using crushed aggregates of specified grading premixed with bituminious content @ 4.5% (VG-40) by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for Approval. If the asphalt (bituminious) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the item instead of density derieved in the mix design. (Assume density = 2.45 gms / cm3)

Providing and Laying Bituminious Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 to 5.4% (VG-40) 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 509 complete in all respects

Pre cast concrete kerb for liner kerbing in plan Providing & fixing M25 grade of concrete precast exposed/ fare finish/ texture finish kerb stones of Vyara and as per sample approved of any sizes, any shape. Kerbs shall be fixed on the foundation prepared of M15 grade concrete as of approved design including curing, formwork etc. complete. The rate shall also include for erecting and fixing the pieces in position for complete Kerb systems with Chamfered type of kerbs including necessary accessories of kerb like Radius Kerbs, Angles and Quadrant Kerbs etc complete as per drawing. The rate shall also include the flush pointing in CM (1:2) for all joints of the kerbstones. (Sample must be approved). The contractor rate shall also include the cost of excavation, base PCC M15 grade and finish good, curing etc complete as directed by engineer in charge. Rate shall be unit of One Cubic meter.

Cast insitu kerb Providing and laying cast in situ cement concrete kerbs in curveture shape/ agular shape of M25 grade (approximate kerb size - 300mm x 150mm) including casting, shuttering, finishing, curing etc complete as per drawing and as directed by engineer-in-charge. Top surface of kerb shall be immediate finish by trowel (to be done at site) as per drawing. Monolithic and homogeneous casting is required using MS mould only. Two layer casting is not allowed in any case. Rate shall be inclusive of shuttering (contractor must use new shuttering), immediate trowel finish, expose rendering, curing etc complete with good finish at ground level. Reinforcement, fiber, excavation, base PCC etc shall be paid in relevant items.

Providing and fixing rubber speed breakers (with polyurethane binder) of size 500mm x 350mm x 50mm lining with 8 no of inbuilt cat eyes per piece Including intermediate and end members as per manufacturer's specifications or supplier's specifications and as directed by engineer in charge. Weight of speed breaker approximate 15 Kg/Rmt and weight capacity 20 Tons with high impact resistance and brutal weather condition. Speed breaker shall be fixed with grout (min 8 holes for fixing per piece) and as per manufacturer's specification. Sample shall be approved by engineer in charge.

Providing and applying average 2.5 mm thick road marking strips of any size, shape, graphic, letter etc (retroreflective) 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.

Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injuction high compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each unit for fixing.

15.0 (B) GENERAL DEVELOPMENT WORKS :- Paver Block Laying Colored/ Grey 80mm thk, M-45 Grade Providing and laying shot blasted Non- interlocking, Grey/ Colored brick type paver blocks of 80 mm thick M-45 grade machine made and blasting by automatic shot blasting machine and high density of as per approved sample of Vyara, Alcock, Super, Nishu for footpath, parking areas, service lanes and other areas as mentioned in the drawing. Including providing and laying 50 to 80 mm thick average bedding layer of coarse sand below paver block as per required grading and specification. Laid paver block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level by skilled mason of flooring work only. It should be laid in such a way that the no cutting of the paver block to be necessary. If cutting of paver block shall be required, than cut by machine only and laying to be done by skilled flooring mason. The Finished surface of the Paver Block shall have Coarse Sand Texture Finish. Paver blocks shall be compacted and shall be re-laid if necessary. Actual laid area shall be measured and paid without any wastage.

Providing and making Tree pit. It includes excavation upto 600 mm depth including removal of the debris, Size of the pit is 1000 mm dia. Hume pipe of 900mm dia. NP2 class with 600mm height to be placed in the excavated pit and outside area of the Hume pipe to be filled with the good quality earth completed as directed by Engineer-in-Charge. Rate shall also include necessary fixing with Road as shown in the drawing or as directed by Engineer-in-Charge.

Providing and fixing Tree Guard, fabricated from 25 x 25 x 3 mm angle and 32 x 32 mm of 3.2 mm thick weld mesh as per drawing and details. Necessary provisions for the anchoring to floor shall be made in the tree guard. Tree guard shall be painted with 1 coat of epoxy primer of 50 to 60 micron DFT (dry film thickness) and 2 top coats of Metal PU Paint of having DFT 40 to 50 micron of approved shade of MRF or equivalent paint as per manufacture’s specification over all the surfaces or as specified in the drawing as per the shade approved as per the drawing and specification. The rate shall also include the fixing of necessary name plate. (Sample to be approved)

Tree pit cover - Providing, making & fixing tree pit cover around the tree pit, factory made exposed /fare finish precast Tree pit cover block of two halve in FRC concrete of size - 0.90Mt x 0.90Mt x 0.065mt including transporting, fixing etc. complete. The rate shall also include for erecting and fixing the pieces in position as shown in the drawing with necessary equipments without any demage. (Sample to be approved)

Supplying and Planting with well grown Shrubs for planter of average height 3' to 4' and as per approved species and planting inexisting plater/ pits by providing and mixing FYM with soil pesticide & insecticide. Plants should be disease free and fungus free in 8"x 10" polythene bag. Plastic bags or pots should be removed carefully and soil around the roots should not be dropped or disturbed much. Bill shall be placed after completion of maintenance period but not before stabilizing the shrubs. Mortality rates to be inclusive. Work shall be done as shown in the drawing or as directed and approved by EIC.

TREES PLANTATION Supplying and planting of trees of specified variety in existing prepared tree pit including pesticides, termite treatment, and planting of mature plants (height minimum 15' or above as approved). Soil mounts 2' - 3' in size. Tree plantation should be carried on neatly accurately and with perfection as per drawing and instruction given by the EIC. Plants shall be planted by manual/ mechanical means and rate shall be inclusive of all material, labour, equipments as per description. Plant must be supply in bag size of 25"X25" or above. Plastic bags or pots should be removed carefully and soil around the roots should not be dropped or disturbed much. Rates for mortality to be inclusive. Work shall be done as shown in the drawing or as directed and approved by EIC. Basic rate - Type A - Upto Rs 500

Supplying and planting of trees of specified variety in existing prepared tree pit including pesticides, termite treatment, and planting of mature plants (height minimum 15' or above as approved). Soil mounts 2' - 3' in size. Tree plantation should be carried on neatly accurately and with perfection as per drawing and instruction given by the EIC. Plants shall be planted by manual/ mechanical means and rate shall be inclusive of all material, labour, equipments as per description. Plant must be supply in bag size of 25"X25" or above. Plastic bags or pots should be removed carefully and soil around the roots should not be dropped or disturbed much. Rates for mortality to be inclusive. Work shall be done as shown in the drawing or as directed and approved by EIC. Basic rate - Type B - Rs 1000

Supplying and installation of street benches of size 1830 mm length x 533 mm wide at legs x 685 mm high x 380 mm seat made out of CAST IRON with necessary mild steel (Hot deep Galvanized) works framing with one coat of epoxy primer and PU paint of approved make and shade. Teak wood ghana planks of size 1830mm lenght x 75mm wide x 25mm thick with external grade PU polished finish of approved make and shade shall be fixed on seat of bench with necessary hardware etc complete and fixing the bench to floor as per the detail drawings and instructions of engineer in charge. The rate should include fixing of benches to floor etc. complete. Sample shall be approved by architect.

Providing, casting, hoisting, installing in position Precast Reinforced cement concrete (M25) Bench as per design and drawing having 40mm thick mirror polished Granite of approved shade in three piece on top. groove of same width as mortar thickness shall be provided between top granite stone and concrete top as per drawing. Remaining surface of bench shall be expose rcc work. All edges of granite shall be champhered and polished. Rate shall be inclusive of RCC, reinforcement and granite work with all material, labour for making, fixing, loading, unloading, hoisting, placing, polishing etc complete as directed by engineer in charge. Sample shall be approved before execution of work. Size of Bench - 1500 L x 450 mm W x 380mm H (100mm thick seat) with tappered solid base (1100mm x 200mm at bottom and 1200mm x 300mm at top)

Providing and installing floor/ mounted dustbins of Sintex, Nilkamal, Prince or equivalent. Dust bin shall be one Piece Moulded, Heavy Duty Waste Bin of approx. 80 Litres capacity made out of FDA approved virgin grades of Polyethylene material manufactured from Rotational Moulding Process / Blow Moulding Process absolutely smooth and sanitary, chemical resistant, blended with stabilizers, Anti Corrosive, Anti Acidic, Non toxic and free from joints, welds or rims; provided with fully openable unique lid, open from either side for easy garbage drop even from distance, ideal for Storage and Handling of Solid Waste to satisfy the critical requirements of MSW 2000. Virgin Grade of Polyethylene material confirming to the requirement of IS 10146 – 1982. Dustbin shall be fixed on floor or wall as per approved sample.

ACP sheet signage on door/ wall mounted/ hung from ceiling: Providing, Making and fixing 4 mm thick ACP sign of any shape and size of Flexi bond or equivalent to be cut on CNC router cutting and smoothen all corners and edges. ACP sheet shall fixed on both side of framing and sign shall be done on one side. Matter shall be cut in 3M Reflective vinyl and paste on it as per design and detail and as per manufacturer's specifications. UV stabilized lamination shall be done on it. The ACP sheet shall be fixed or hanged with necessary SS fastners, self adhesive tap of 3M on existing MS pole. Pasting of vinly must be accurate as per the design on the approved size ACP without any kind of bubbles. Content of sign shall be letters (In Gujarati & English), graphics/ maps, signs etc. in any colour as per design, drawing and approved by Architect and Engineer in charge.The rate shall also include cost of scaffolding, drilling, fabrication, finishing, adhesive material etc at all height and all lead but exclusive the cost of structural steel work. The contractor should submit the drawings based on concept design and do the sampling and get it approval before mass production.

17) STORM WATER & INTERCEPTOR SEWER NETWORK :- Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 of following internal diameter as directed by engineer in charge. Excavation and back filling with compaction shall be paid in relevant tender items. (i) 300 mm dia.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter as directed by engineer in charge. Excavation and back filling with compaction shall be paid in relevant tender items. (ii) 450 mm dia.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter as directed by engineer in charge. Excavtion and back filling with compaction shall be paid in relevant tender items. (iii) 600 mm dia.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for storm water network including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter as directed by engineer in charge. Excavation and back filling with compaction shall be paid in relevant tender items. (iv) 900 mm dia.

Providing and laying ISI Standard R.C.C. NP2 class pipes having test pressure 0.7 kg/sq.cm of 200 mm diameter (of Sulphate Resisting Cement) in standard lengths suitable for either collar joints rubber ring joints including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Note : One collar should be supplied with each full length plain ended RCC Pipe, cost included in rates below. One rubber ring should be supplied with each full length socketed pipe, cost included in the rate. Excavation and back filling with compaction shall be paid in relevant tender items.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including frame and cover with frame size 560mm diameter as specified. (A) With 230mm thick walls of brick masonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth 0.90 Metre. Cost of Manhole cover with frame shall be paid in relevant tender item.

(I) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part thereof over item No.24.27 (I) for depth from 0.9M to 1.5M.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including cover with frame size 560mm diameter as specified. (A) With 230mm thick walls of brick masonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type depth 1.50 Metre. Cost of Manhole cover with frame shall be paid in relevant tender item.

(II) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. GR Part thereof over item No.24.27 (I) for depth from 1.50M. to 2.25M.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including cover with frame size 560mm diameter as specified. (A) With 230mm thick walls of brick masonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (3) C type depth 2.25 Metre. Cost of Manhole cover with frame shall be paid in relevant tender item.

(III) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part thereof over item No. 24.27 (III) for depth from 2.25M to 3.15M.

Providing & fixing Fiber reinforced concrete heavy duty manhole frame and cover of size 600 x 600 mm as per drawing having load bearing capacity of 35 MT each with lifting arrangements including loading, carting, unloading, stacking, fixing in cement concrete of 1:2:4, finishing with existing surface etc complete as directed by engineer in charge.

FRP Recessed Man hole cover Providing and Fixing heavy duty double seal FRP Manhole cover with frame of 25MT capacity, in matching shade of surrounding pavement and design according to EN - 124:1994 of HP or equivalent of clear opening size of 600mm x 600mm and recesse depth 80mm, with client's logo etc. complete as approved by architect and as directed by engineer in charge. Frame shall be embaded in concrete of M25 grade and top level of frame shall be flush with road level. Frame and cover shall be with 4 number lifting key with proper lifting arrangement. Rate shall be inclusive of cover frame and concrete work. The rate includes carting upto any lead from store to site as per directed by engineer in charge.

U-Shaped Drain Providing,Unloading, Placing U Shape " Factory made"drain with lid including Bed preparation with 50mm thick levelling cement mortar 1:3 (1 Cement : 3 Sand) including Jointing work of drain and lid, precast RCC Self Compacting High performance Concrete grade M40 storm water U Shape drain with Lid having internal size 750 mmx 750 mm with lifiting MS insert plate of 100 mm x 300 mm x 8 mm thick on one side of Drain wall as per drawing and details. The drain shall have wall thickness of 100 mm that can take a Heavy vehicle load with 5 T Point load, steam cured, Fe 500D TMT steel as reinforcement as per details and with a smooth surface as per instruction of Engineer-in-charge including transportation.

Providing and placing in position factory made fair finish Precast RCC frame & perforated/ slotted Covers on drains of size 600mm x 600mm x 100mm of approved make of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of moulding, reinforcement, rendering, etc i.c. cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.

B. ELECTRICAL WORKS :- CABLES:- Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables a) 4 core 10 Sq. mm

b) 4 core 16 Sq. mm

b) 4 core 25 Sq. mm

c) 3 core 6 Sq. mm

D) 3 core 10 Sq. mm

b) 3 1/2 core 35 Sq. mm ( 16 Sq.1/2 mm core)

c) 3 1/2 core 50 Sq. mm ( 25 Sq.1/2 mm core)

d) 3 1/2 core 70 Sq. mm ( 35 Sq. mm 1/2 core)

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cable. a) 3 core 2.5Sq. Mm

b) 3 core 4 Sq. mm

c) 3 core 6 Sq. mm

d) 4 core 4 Sq. mm

f) 4 core 10 Sq. mm

g) 4 core 16 Sq. mm

CABLE GLAND:- Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete without going tails, insulating tape etc for following size of cables. Also with Solderless crimping type Aluminium / copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (a) 2 to 4 core 2.5 Sq. mm

(b) 2 to 4 core 4 Sq. mm

(c) 2 to 4 core 6 Sq. mm

(d) 2 to 4 core 10 Sq. mm

(e) 2 to 4 core 16 Sq. mm

(f) 2 to 4 core 25 Sq. mm

(a) 3 core 35/50 Sq. mm

(b) 3 core 70 Sq. mm

CABLE LUGS:- Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (A) 1.5/ 2.5/4/6 Sq.mm

(B) 10 Sq.mm

(C) 16 Sq.mm.

(D) 25 Sq.mm.

(E) 35/50 Sq.mm.

(F) 70 Sq.mm.

Solderless crimping type Copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (A) 1.5/2.5 to 6 Sq.mm

(B) 10 Sq.mm

(C) 16 Sq.mm.

MAINS:- The mains is considered from the meter/sub panel to the individual distribution boards. Supplying and Laying mains with 4 nos. of 25 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and 2 nos 10 sqmm Cu. FRLS insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 40 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Laying mains with 4 nos. of 16 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and 2 nos 6 sqmm Cu. FRLS insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 40 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Providing mains with 4 nos. of 10 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and 2 nos 4 sqmm Cu. FRLS insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 40 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Laying mains with 2 nos. of 10 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and 1 no 6.0 sqmm Cu. FRLS insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Providing mains with 2 nos. of 6 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and 1 nos 4.0 sqmm Cu. FRLS insulated flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Providing mains with 3 nos. of 4 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Providing mains with 3 nos. of 2.5 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Supplying and Providing mains with 3 nos. of 1.5 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and be drawn in 25 mm diameter rigid PVC conduit of medium gauge having ISI approval with all necessary accessories.

Mains with ISI marked, 1.5KV grade electrolyte multi stranded, annealed copper conductor with heat resistant PVC insulated conforms to IS 694, IEC - 227 erected in existing pipe of following size (Specifically for control panel, relays, power switchgears, motor starters & control wiring) with required size of copper lugs, nuts and bolts if required. (e) One wire 6.00 sq. mm

Mains with ISI marked, 1.5KV grade electrolyte multi stranded, annealed copper conductor with heat resistant PVC insulated conforms to IS 694, IEC - 227 erected in existing pipe of following size (Specifically for control panel, relays, power switchgears, motor starters & control wiring) with required size of copper lugs, nuts and bolts if required. (f) One wire 10.00 sq. mm

Mains with ISI marked, 1.5KV grade electrolyte multi stranded, annealed copper conductor with heat resistant PVC insulated conforms to IS 694, IEC - 227 erected in existing pipe of following size (Specifically for control panel, relays, power switchgears, motor starters & control wiring) with required size of copper lugs, nuts and bolts if required. (g) One wire 16.00 sq. mm

Mains with ISI marked, 1.5KV grade electrolyte multi stranded, annealed copper conductor with heat resistant PVC insulated conforms to IS 694, IEC - 227 erected in existing pipe of following size (Specifically for control panel, relays, power switchgears, motor starters & control wiring) with required size of copper lugs, nuts and bolts if required. (h) One wire 25.00 sq. mm

Supplying and erecting Flexible PVC insulated multistrand multicore 1.1 kv grade ISI marked copper wires of following size to be erected as directed. h) 2.50 Sq.mm 3 core round PVC sheathed

Supplying and erecting Flexible PVC insulated multistrand multicore 1.1 kv grade ISI marked copper wires of following size to be erected as directed. j) 4.00 Sq.mm 3 core round PVC sheathed

(A) Supplying and laying UPVC cable trunking system comprising unplasticised polyvinyl, chloride rigid material with ignition free & flame proof confirming BS .All necessary accessories and measuring of following sizes with all accessories. (1) 75 mm x 50 mm trunking

(A) Supplying and laying UPVC cable trunking system comprising unplasticised polyvinyl, chloride rigid material with ignition free & flame proof confirming BS .All necessary accessories and measuring of following sizes with all accessories. (2) 100 mm x 50 mm trunking

EARTHING:- Supplying & erecting in earthpit of minimum bore dia. 225mm size ASH or approved make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free G.I.Pipes having Outer pipe dia of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-250 Micron galvanising, connection terminal dia of 14 mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications. [B] For electrical installation up to 11 KV located in other than normal soil i.e. Soft Rock, Marshy soil. etc. - Length of Pipe: 2 Mtr. “- back filling compound: 1 no Bag of 25 Kg.” Back filling Compound: 1no. Bag of 25Kg.

Providing and erecting required size HOT deep Galvanised strip for earthing of H.T. OCB / ACB / Transformer LT panel board, Motors etc. using copper clamp.

Providing and erecting HOT deep Galvanised strip iron wire 8 to 16 S.W.G.

MISCELLANEOUS:- Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in approved manner as directed (a) 25mm

Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in approved manner as directed (b) 32mm

Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in approved manner as directed (c) 40mm

Providing & laying. R.C.C. Hume pipe for cable to be laid 90 cms. below ground across the road crossing or on floor with necessary material in an approved manner and making the ground as per original (A) 250 mm dia

Providing & laying. R.C.C. Hume pipe for cable to be laid 90 cms. below ground across the road crossing or on floor with necessary material in an approved manner and making the ground as per original (B)150 mm dia

Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same material at required depth for laying of cable. below ground / road surface for enclosing cable and back filling the same to make ground as per original. (A) 50 mm dia (ID)

Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same material at required depth for laying of cable. below ground / road surface for enclosing cable and back filling the same to make ground as per original. (B) 90 mm dia (ID)

Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same material at required depth for laying of cable. below ground / road surface for enclosing cable and back filling the same to make ground as per original. (C) 150 mm dia. (ID)

Providing & erecting approved make street light / wall mounting junction box compression moulded from DMC (thermoset plastic) vertical sliding cover having locking with square head stud loop in / loop out in built terminal suitable for four core cable, waterproof of I.P. 54 protected with clamp or bolt nut & earth bolt of following size. [A] 200mm x 127mm x 83 mm

Providing & erecting approved make street light / wall mounting junction box compression moulded from DMC (thermoset plastic) vertical sliding cover having locking with square head stud loop in / loop out in built terminal suitable for four core cable, waterproof of I.P. 54 protected with clamp or bolt nut & earth bolt of following size. [B] 250mm x 194mm x 99 mm

Providing , erecting , fabricating the M.S. structure as per requirement on site incorporating proper size of M.S. angles, flats, bars, channels, sections complete with cutting, welding, grinding & finishing duly painted with one coat of red oxide with erection on site as per direction of engineer in charge with necessary grouting, cementing, plastering & finishing complete.

Fabricating the box type items made from M.S. Sheet with A.I. supports, wings, doors, handles other hardware materials as per requirement design with finishing by three tank powder coating processed inside and outside painted, erected as directed including minor civil work.

EXTERNAL LIGHTING:- Supply & installation of street light pole with complete with base plate and as per required fixture mounting with foundation as per requirement complete in all respect as per drawing. Junction box shall be in concealed manner (inside the pole) with 1 no 6A SP mcb. 6 way 16A Connector strip suitable to terminate armoured cables. Adequate size cutout with opeanable hinged door should be provided on pole with necessary gasket to ensure water tight arrangement for pulling cables and installation of mcb, connectors etc, complete in all respect as per requirement and instruction of engineer in charge. Scope also includes necessary foundation, Barcket, earthing, cable entry pipes, 3 core round flexible wire from junction box to light fixture etc,. A) Approx 6.0 Mtr long street light pole Type - A with basic rate of Rs. 59,000/- for street lighting.

Supply & installation of Post top light pole with complete with base plate and as per required fixture mounting with foundation as per requirement complete in all respect as per drawing. Junction box shall be in concealed manner (inside the pole) with 1 no 6A SP mcb. 6 way 16A Connector strip suitable to terminate armoured cables. Adequate size cutout with opeanable hinged door should be provided on pole with necessary gasket to ensure water tight arrangement for pulling cables and installation of mcb, connectors etc, complete in all respect as per requirement and instruction of engineer in charge. Scope also includes necessary foundation, earthing, cable entry pipes, 3 core round flexible wire from junction box to light fixture etc,. B) Approx 4.0 Mtr long, post top Light pole Type - B with basic rate of Rs. 26,000/- for Post top light

Supply & installation of Post top light pole with complete with base plate and as per required fixture mounting with foundation as per requirement complete in all respect as per drawing. Junction box shall be in concealed manner (inside the pole) with 1 no 6A SP mcb. 6 way 16A Connector strip suitable to terminate armoured cables. Adequate size cutout with opeanable hinged door should be provided on pole with necessary gasket to ensure water tight arrangement for pulling cables and installation of mcb, connectors etc, complete in all respect as per requirement and instruction of engineer in charge. Scope also includes necessary foundation, earthing, cable entry pipes, 3 core round flexible wire from junction box to light fixture etc,. Any kind of External light fixture Type - A with Basic rate of Rs 10,000/- (up to Rs. 15,000/-)

Supply & installation of Post top light pole with complete with base plate and as per required fixture mounting with foundation as per requirement complete in all respect as per drawing. Junction box shall be in concealed manner (inside the pole) with 1 no 6A SP mcb. 6 way 16A Connector strip suitable to terminate armoured cables. Adequate size cutout with opeanable hinged door should be provided on pole with necessary gasket to ensure water tight arrangement for pulling cables and installation of mcb, connectors etc, complete in all respect as per requirement and instruction of engineer in charge. Scope also includes necessary foundation, earthing, cable entry pipes, 3 core round flexible wire from junction box to light fixture etc,. Any kind of street light / post top light / Bolard fixture Type - B with Basic rate of Rs 15,000/- (above to Rs. 22,000/-)

Supply & installation of Post top light pole with complete with base plate and as per required fixture mounting with foundation as per requirement complete in all respect as per drawing. Junction box shall be in concealed manner (inside the pole) with 1 no 6A SP mcb. 6 way 16A Connector strip suitable to terminate armoured cables. Adequate size cutout with opeanable hinged door should be provided on pole with necessary gasket to ensure water tight arrangement for pulling cables and installation of mcb, connectors etc, complete in all respect as per requirement and instruction of engineer in charge. Scope also includes necessary foundation, earthing, cable entry pipes, 3 core round flexible wire from junction box to light fixture etc,. Any kind of Internal light fixture Type - A with Basic rate of Rs 3,000/- (up to Rs. 5,000/-)

Supply & installation of Post top light pole with complete with base plate and as per required fixture mounting with foundation as per requirement complete in all respect as per drawing. Junction box shall be in concealed manner (inside the pole) with 1 no 6A SP mcb. 6 way 16A Connector strip suitable to terminate armoured cables. Adequate size cutout with opeanable hinged door should be provided on pole with necessary gasket to ensure water tight arrangement for pulling cables and installation of mcb, connectors etc, complete in all respect as per requirement and instruction of engineer in charge. Scope also includes necessary foundation, earthing, cable entry pipes, 3 core round flexible wire from junction box to light fixture etc,. Any kind of Internal light fixture Type - B with Basic rate of Rs 7,000/- (Above Rs. 5,000/-)

Section feeder Pillar (Outdoor Type) Supplying, unloading at site, shifting to site, assembling, leveling, grouting, erecting, Testing, & Commissioning double compartmentalized Double door type section feeder pillar with IP 54 protection & should be powder coated abricated from 14 Gauge CRCA sheet & folded channel totally enclosed cubical type with pad lock arrangement. The successful tenderer will have to prepare general arrangement with dimensions & get it approve through rchitect/ Consultant. All civil work including RCC platform for section pillar should be in scope of Electrical contractor complete in all respect as per detail drawing and directed by engineer incharge. As per SLD

32 A x 415 V plug & socket with interlocked switched socket, FP MCB and surface mounting box IP 66 with DIN rail for 5 module equivalent to legrand make Cat no.56674 but without cost of wiring and piping. Scope also includes necessary foundation, cable entry pipes, earthing etc complete in all respect as per drawing

IRRIGATION WORKS:- UNDERGROUND (RCC) TANK 5 mtr L x 5 mtr W x 2 mtr H as per design & drawing issued by consultant and as approved by Engineer-in-charge.

IRRIGATION SYSTEM JOB PVC PIPE 6 Kg. in 110 mm.size includes require fitting like Bend, Tee, Reducer, Endcap Accessories and Solution

PVC PIPE 6 Kg. in 90 mm.size includes require fitting like Bend, Tee, Reducer, Endcap Accessories and Solution

PVC PIPE 6 Kg. in 75 mm.size includes require fitting like Bend, Tee, Reducer, Endcap Accessories and Solution

PVC PIPE 6 Kg. in 63 mm.size includes require fitting like Bend, Tee, Reducer, Endcap Accessories and Solution

PVC PIPE 6 Kg. in 50 mm.size includes require fitting like Bend, Tee, Reducer, Endcap Accessories and Solution

UPVC PIPE 80 Sch. In 6" Size for Sleev crossing includes require fitting like Bend, Tee, Reducer, Endcap Accessories and Solution with excvation and backfilling

UPVC PIPE 80 Sch. In 4" Size for Sleev crossing includes require fitting like Bend, Tee, Reducer, Endcap Accessories and Solution with excvation and backfilling

UPVC PIPE 40 Sch. in 1/2" Size includes require fitting like Bend, Tee, Reducer, Endcap Accessories and Solution

UPVC PIPE 40 Sch. in 3/4" Size includes require fitting like Bend, Tee, Reducer, Endcap Accessories and Solution

Inline drip 16 mm with Pressure Compensating require Accessories [The pressure compensating dripline has a contrased hostry and efficency for the subsurface localized irrigation installation guaranteeing uniformity and maintaining the flow rate stability over time. Optimum hydraulic performance both the dripper and dripline are completely cylindrical and keep a minimal hydraulic interection with the circulating flow rate]

Installation of Dripline, Dripper and required accessories

Master Butterfly Valve 65 mm. (4") PN 10 (PP Clamp Saddle [Butterfly valve is a wafer type valve, with an integrally moulded elastomer body liner, is desing to outperform valve with loose liner. The elastomer liner moulded directly in the body and vulcanized in situ ensures that the liner lasts the einter life fo the valve. A Valve that requires no form of maintenance.

PVC Ball Valve ISI Mark 1.1/2" Size including all fitting and labour charges etc.

PVC Ball Valve ISI Mark 2" Size including all fitting and labour charges etc.

Double Acting Air Release Valve 1" size. [Air Release Valve protect irrigation system and components, Removal top for seal maintenance, UV Protected bright colour cap allow eary visibility. Durable weather resistant and non corrosive reinforced polypropylene & polymide.]

Adjustable Full Circle Bubbler's Fully adjustable flow,Shipped with SR-050 1⁄2" (15/21) inlet filter screen for easy,installation and resistance to debris, capable of covering 0.3-0.9m at 0.7 - 4.1 Bars, pressure,Operates over a wide range of pressures,Non-corrosive plastic and stainless steel construction for long life.

Hydrant Valve 3/4" size with keys [BRASS] [One piece solid construction for durability, Stainless Steel spring, brass Valve, Drain hole in body to minimize debris collection, specially designed grommet, Auto close lid when not in use, Cover made of Thermo plastic elastometer.]

Round Valve Box in 6" Size

Rectangular Valve Box in 12" size.

Non Return Valve in 3" size [Non return Valves are wafer designed check valves to prevent flow reversal for wide range of applications. These are best used in process line, down stream of pumps, heating installation, steam condensate lines and also in compressed air, gases and vaccume lines.]

[The body and bonnet shall be molded of non-corrodible, A.B.S., rated to 150 PSI (10.3 bars, 1034 kPa). The bonnet bolts shall be serviceable with a slotted screwdriver, Phillips screwdriver, or a hex wrench, and shall be held captive in the bonnet when the bonnet is removed from the valve body. The diaphragm assembly shall be of molded construction and shall have an estane seating material. The valve shall be equipped with an internal filter as well as a self-cleaning metering rod, so only clean water can enter the solenoid chamber. The standard solenoid shall be a 24 VAC unit with a 370mA inrush current and 190mA holding current at 60 cycles and a 475 mA inrush current and 230 mA holding current at 50 cycles. When specified, the unit shall be equipped with a DC latching solenoid for use with 12-volt battery-operated controllers. The solenoid shall be an encapsulated, one-piece unit with captive plunger. It shall be equipped with manual internal bleed capability to release the upper chamber water to the downstream piping, allowing the valve to open. The valve shall have an external manual bleed screw that provides an additional method for manual operation of the valve.] Soloenoid Valve 1.1/2" & NODE Controller

Soloenoid Valve 2" & NODE Controller

Cable Connector DBY Weatherproof

HYDROPNEUMATIC VERTICLE MULTI STAGE pumpset of having discharge 6.0 lps@65 mtr head . (1W+ 1S) WITH PRESSURE TANK AND VFD SYSTEM suitable for pumpset having panel box and fixed alongwith following accessories starter ,start / stop push buttons , Ammeter, Voltmeter , Indicating lamps, MCB with cable, etc.

Complete Filter Unit consist of Manual cleaning, Also Pressure differential based, Disc Filter in 3" size -30m3. , Flanged end and required accessories., [The helix generates a centrifugal helical effect which moves away from the discs the particles in the water, This is translated in a lesser frequency and intensity of the maintenance labour, with the subsequent saving of water.]

Screen Filter 3" Size required accessories

Hydrocylone Filter 50 m3 Capacity with accessories [Body made reinforced engineering plastic for durability, hydro dynamically designed to creat maximum centrifugal action, dirt can be earily flushed out through drain port, collector chamber can be easily cleaned by opening collector cover, Hybrid PP Clamp with SS lock used to open/close collector cover from collector chamber.]

Header Assy. In 4/6" for each filter Pump Saction in UPVC made duly [Header assembly unit includes, as per require UPVC sch. Pipes with bypass valve and other Fittings accesosires.]

Pressure Relief Valve 2" Size [Pressure relief valve is a hydraulically operated, diaphragm actuated control valve that relives excessive line pressure when it rises above the preset maximum. It responds to rises in system pressure immediately accurately and with high repeatability by opening fully. The Valves typical application are system burst protection, momentary pressure peak elimination, System failure visual indication, Filter brust protection.]

Pressure gauge in 2" dia. Duly ISI mark Glyserene

Total Labor work including Excavation, laying, joining with Butt fusion technology, Commissoning PVC Pipes from 25 mm. OD to 90 mm. OD, Trenching in size minimum 600 mm. dep for main line,300 mm to 400 mm. deep for submain line Backfilling, compaction removing excess soil upto 50 m. also Including Installation & Commissioning of Irrigation System includes Sprinklers, Drippers, Valves, Saddle ,Swing joints, Valve Boxes, Filter Unit, Automation Unit, as per drawing, specifications, instructions & directions of engineer -in -Charge.

Providing & fixing of Pop-up sprinkler PGP Ultra having variable adjustable arc (50 to 360 degrees)nozzle capable of covering 11 mtr.

IRON TRIANGLE LIMITED