Extension of Samudra Narayan Jetty up to Pedestrian Bridge and Development of Boat parking at Nani Daman. (2nd call) (E-SE-0022)

Amount

Civil work

(A) (CIVIL WORKS:- EARTHWORKS), Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unservicable material.Beyond 30 cm girth upto and including 60 cm girth

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unservicable material. Beyond 60 cm girth upto and including 120 cm girth

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unservicable material. Beyond 120 cm girth upto and including 240 cm girth

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

Sand Pit for Children play:- Providing and Filling in plinth with sand under floors, pits etc.obtained from outside, including watering, ramming well, consolidating and dressing etc. complete for all lead and lift/ depth 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.

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm as per drawing, including removing and disposing Gabian structure with buolders after completion of construction work with all lead and lift at non-objectionable place as directed by Engineer-in-chrage, and payment of 10% shall payable only after removing the structure from river/ sea, all complete as per direction of Engineer-in-charge.

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 controlled cement concrete manufactured in fully automatic batch mixed plant/ ready mix concrete (RMC) of specified capacity (batch mix plant RMC plant shall be installed nearby site) for plain/ 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 (fine aggregates shall be combination of natural river white sand plus manufactured sand) with minimum cement content (with or without fly ash as per structure design) 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 and including cost of cement and no extra cost of cement shall payable for consumption as per mix design of concrete, mix design shall only prepared by Govt. laboratory must approved from Engineer-in-charge before starting execution, at all places and heights/ depths including transporting by transit mixer for a lead up to 10 kms having continuous agitated mixer, laying of concrete to site by any means like pumping or tower crane etc., 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. In case of failure of batch mix plant, contractor shall use ready mix concrete as per specification from approved manufactureres after obtaining prior approval of engineer in charge. Including the cost of centering, shuttering (Steel shuttering), but excluding the cost of reinforcement. c) M25 grade of RCC

Providing and laying in position controlled cement concrete manufactured in fully automatic batch mixed plant/ ready mix concrete (RMC) of specified capacity (batch mix plant RMC plant shall be installed nearby site) for plain/ 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 (fine aggregates shall be combination of natural river white sand plus manufactured sand) with minimum cement content (with or without fly ash as per structure design) 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 and including cost of cement and no extra cost of cement shall payable for consumption as per mix design of concrete, mix design shall only prepared by Govt. laboratory must approved from Engineer-in-charge before starting execution, at all places and heights/ depths including transporting by transit mixer for a lead up to 10 kms having continuous agitated mixer, laying of concrete to site by any means like pumping or tower crane etc., 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. In case of failure of batch mix plant, contractor shall use ready mix concrete as per specification from approved manufactureres after obtaining prior approval of engineer in charge. Including the cost of centering, shuttering (Steel shuttering), wherever exposed concrete finish required as per architectural required formwork must use for the exposed finish surface, including cost of rendering work, but excluding the cost of reinforcement. d) M30 grade of RCC

Providing and laying in position controlled cement concrete manufactured in fully automatic batch mixed plant/ ready mix concrete (RMC) of specified capacity (batch mix plant RMC plant shall be installed nearby site) for plain/ 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 (fine aggregates shall be combination of natural river white sand plus manufactured sand) with minimum cement content (with or without fly ash as per structure design) 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 and including cost of cement and no extra cost of cement shall payable for consumption as per mix design of concrete, mix design shall only prepared by Govt. laboratory must approved from Engineer-in-charge before starting execution, at all places and heights/ depths including transporting by transit mixer for a lead up to 10 kms having continuous agitated mixer, laying of concrete to site by any means like pumping or tower crane etc., 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. In case of failure of batch mix plant, contractor shall use ready mix concrete as per specification from approved manufactureres after obtaining prior approval of engineer in charge. excluding the cost of centering and excluding the cost of reinforcement. d) M30 grade of RCC without formwork.

Providing and laying in position controlled cement concrete manufactured in fully automatic batch mixed plant/ ready mix concrete (RMC) of specified capacity (batch mix plant RMC plant shall be installed nearby site) for plain/ 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 (fine aggregates shall be combination of natural river white sand plus manufactured sand) with minimum cement content (with or without fly ash as per structure design) 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 and including cost of cement and no extra cost of cement shall payable for consumption as per mix design of concrete, mix design shall only prepared by Govt. laboratory must approved from Engineer-in-charge before starting execution, at all places and heights/ depths including transporting by transit mixer for a lead up to 10 kms having continuous agitated mixer, laying of concrete to site by any means like pumping or tower crane etc., 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, in tidle condition. In case of failure of batch mix plant, contractor shall use ready mix concrete as per specification from approved manufactureres after obtaining prior approval of engineer in charge. Including the cost of centering, shuttering (Steel shuttering), wherever exposed concrete finish required as per architectural required formwork must use for the exposed finish surface, including cost of rendering work, but excluding the cost of reinforcement. e) M35 grade of RCC

Providing and laying in position controlled cement concrete manufactured in fully automatic batch mixed plant/ ready mix concrete (RMC) of specified capacity (batch mix plant RMC plant shall be installed nearby site) for plain/ 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 (fine aggregates shall be combination of natural river white sand plus manufactured sand) with minimum cement content (with or without fly ash as per structure design) 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 and including cost of cement and no extra cost of cement shall payable for consumption as per mix design of concrete, mix design shall only prepared by Govt. laboratory must approved from Engineer-in-charge before starting execution, at all places and heights/ depths including transporting by transit mixer for a lead up to 10 kms having continuous agitated mixer, laying of concrete to site by any means like pumping or tower crane etc., 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, in tidle condition. In case of failure of batch mix plant, contractor shall use ready mix concrete as per specification from approved manufactureres after obtaining prior approval of engineer in charge. Including the cost of centering, shuttering (Steel shuttering), wherever exposed concrete finish required as per architectural required formwork must use for the exposed finish surface, including cost of rendering work, but excluding the cost of reinforcement. f) M40 grade of RCC

Providing and laying in position controlled cement concrete manufactured in fully automatic batch mixed plant/ ready mix concrete (RMC) of specified capacity (batch mix plant RMC plant shall be installed nearby site) for plain/ 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 (fine aggregates shall be combination of natural river white sand plus manufactured sand) with minimum cement content (with or without fly ash as per structure design) 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 and including cost of cement and no extra cost of cement shall payable for consumption as per mix design of concrete, mix design shall only prepared by Govt. laboratory must approved from Engineer-in-charge before starting execution, at all places and heights/ depths including transporting by transit mixer for a lead up to 10 kms having continuous agitated mixer, laying of concrete to site by any means like pumping or tower crane etc., 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 for all heights / depths from FFL / GL, in tidle condition. In case of failure of batch mix plant, contractor shall use ready mix concrete as per specification from approved manufactureres after obtaining prior approval of engineer in charge. Rate is excluding the cost of shuttering & reinforcement. a) M35 grade of RCC

PQC M40 concrete:- Providing and laying in position ready mix Pavement Quality Controlled Concrete of M-40 grade, for the mix design of PQC concrete IRC:44 shall be referred, using cement content as per design mix- OPC 53 Grade cement-maximum cement content shall not exceed 450 kg/m3 of concrete and fly ash shall not use in concrete, using minimum cement content for durability shall be followed as per approved design mix and latest IS 456 design and including cost of cement and no extra cost of cement shall payable for consumption as per mix design of concrete, mix design must prepared from Govt. laboratory and approved from Engineer-in-charge before starting execution, using coarse sand (coarse sand shall be combination of natural river white sand plus manufactured sand) and graded stone aggregate, maximum size of coarse aggregate shall be as per IRC:44, adding admixtures and adding polyester fiber (12 mm) of triangular cross section having tensile strength of 4000 to 6000 kg/cm2 like Recron 3S or equivalent fiber by using 125 gms fiber per 50 kgs cement used as per the design mix of the specified workability, Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer, laying at site, construct concrete pavement by the continuous panel with concrete paver machine as per methodology mentioned in drawing of concrete pavement, concrete spreading and compacting mechanically and vacuum dewatering process and finally finished by floating & brooming with wire brush and finishing with required texture etc. and levelling to required slope/ camber, contractor must approve construction methodology from consultant and Engineer-in-charge before starting execution, including steel form work with sturdy M.S. channel sections, including providing Separation membrane over DLC, it shall be impermeable Polyethylene sheet 150 micron thick as per IS:2508, transparent or white in colour laid flat with minimum creases, the separation membrane may be nailed to the lower layer with concrete nails, including cost for provision of contraction/ expansion construction & longitudinal joints by groove cutting machine (groove cut depth and width shall be as per IRC:15) as per drawing including providing and fixing pre-moulded joint filler in expansion joints of CC pavements after making the joints dust free with high pressure air jet cleaners, Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade-A and including cost for sealing all the joint by sealant and debonding tape as specified in IRC:15-chapter no.8. Including providing and fixing Steel Cap of Dowel bars in expansion joints of required dimensions as per drawing. Including curing by ponding of water for min. period of 21 days, including fixing Dowel bars and Tie bars as per drawing with use of cradles/chairs (cost of Dowels/tie bars/cradle chairs shall be paid extra in separate item) all complete including all materials, labour, machinery, formwork with all leads and lifts etc. as per specifications and directions of Engineer-in-charge.

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 very Sever condition (whichever is higher) per cum of concrete, 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 (fine aggregates shall be combination of natural river white sand plus manufactured sand), including cost of cement and no extra cost of cement shall payable for consumption as per mix design 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 boring up to any depth, in tidle condition, 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 very Sever condition (whichever is higher) per cum of concrete, 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 (fine aggregates shall be combination of natural river white sand plus manufactured sand), 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 requireddepth 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 boring up to any depth, in tidle condition, 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.

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.

Boring in all sorts of strata, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-30 laying in position ready mix reinforced cement concrete 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) (fine aggregates shall be combination of natural river white sand plus manufactured sand), including cost of cement and no extra cost of cement shall payable for consumption as per mix design of concrete, of specified diameter and length below pile cap, excluding the cost of steel reinforcement but including the cost of boring with HYDRAULIC PILING RIG 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/ polymer 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)500mm Dia Pile

Boring in all sorts of strata, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-35 laying in position ready mix reinforced 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) (fine aggregates shall be combination of natural river white sand plus manufactured sand), including cost of cement and no extra cost of cement shall payable for consumption as per mix design of concrete, of specified diameter and length below pile cap, excluding the cost of steel reinforcement but including the cost of boring with HYDRAULIC PILING RIG 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/ polymer solution, in tidle condition, 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)1000mm Dia Pile

Boring in all sorts of strata, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-40 laying in position ready mix reinforced 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) (fine aggregates shall be combination of natural river white sand plus manufactured sand), including cost of cement and no extra cost of cement shall payable for consumption as per mix design of concrete of specified diameter and length below pile cap, excluding the cost of steel reinforcement but including the cost of boring with HYDRAULIC PILING RIG 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/ polymer solution, in tidle condition, 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) 1200mm dia Pile

Supplying, fabricating and placing in position MS liner made of 8 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.

Driving of steel liners for cast-in-situ bore piles upto specified depth including pitching of liners using GPS, welding, jointing, etc using pile driving rigs(vibro hammer machinery) and other mechanical equipments, cutting down extra length not required etc. complete (The rate shall be inclusive for working in tidal conditions) for 1000mm dia piles

Driving of steel liners for cast-in-situ bore piles upto specified depth including pitching of liners using GPS, welding, jointing, etc using pile driving rigs (vibro hammer machinery) and other mechanical equipments, cutting down extra length not required etc. complete (The rate shall be inclusive for working in tidal conditions) for 1200mm dia piles

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 UPTO 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.

(3) FORM WORK:- FRP Shuttering/Approved Shuttering for Exposed Concrete Finish only: Extra for Providing and installing centering and shuttering for specified architectural elements with pattern 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 by Architect before execution of mass works. Surface area of elements shall be considered for payment. a)For column/ pillar

FRP Shuttering/Approved Shuttering for Exposed Concrete Finish only: Extra for Providing and installing centering and shuttering for specified architectural elements with pattern 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 by Architect before execution of mass works. Surface area of elements shall be considered for payment. b) For Architectural window projection

FRP Shuttering/Approved Shuttering for Exposed Concrete Finish only: Extra for Providing and installing centering and shuttering for specified architectural elements with pattern 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 by Architect before execution of mass works. Surface area of elements shall be considered for payment. d) For bollard

FRP Shuttering/Approved Shuttering for Exposed Concrete Finish only: Extra for Providing and installing centering and shuttering for specified architectural elements with pattern 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 by Architect before execution of mass works. Surface area of elements shall be considered for payment. e) For other Elements: Parapet with coping etc.

f) For Retaining wall above D-Wall, -Providing and fixing specialized form work having Birch plywood Sweza or equivalent make with MS framing and bracing with connecting rivets to produce exposed finish concrete, for centering, shuttering, strutting, staging, propping bracing, etc. complete including its removal at all levels, for wall of all thickness.

(4) MASONRY WORK:- 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 level

Providing and laying autoclaved aerated cement blocks masonry with required thickness having crushing strength not less than 35 kg/sqcm for super structure above plinth level in cement mortar 1:5 ( 1 cement : 5 fine sand ) with/without RCC band complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately)

5. DOOR - WINDOW WORKS:- Providing and fixing in position frames/ shutter for any type of aluminium work like aluminium door, composite door-window, window (sliding, openable, side hung, top hung, fixed etc.), casement window, aluminium partition, aluminium fixed louvers, fixed window with any type of aluminium sections of make Jindal/ Indal/ Hindalco as per approved make having minimum 50 micron pure polyester powder coating of approved shade, texture & colour of approved make for all floors/ all levels/ all heights/ all shapes/ all sizes including cutting, bending, crimping, fabricating in best workmanship manner etc as per the drawing, specification and as directed by Architect or Engineer-in-Charge. Rate shall be inclusive of providing aluminium sections (conventional sections for partition and wooden flush doors and Euro-profile for casement window-door/ sliding windows -doors), cutting, fabrication, erection and fixing to the best workmanship manner, including 1) Sheet metal screws and casted solid aluminum corner cleats fixed with external byttins with a spring for rapid and secure joint assembly for casement and sliding shutter and frame; 2) Glazing clips for receiving infill panel; 3) Best quality wool pile where ever shutter touches the frame and compatible microwave cured EPDM rubber;

Providing and fixing glazing with toughen glass of specified thickness in aluminium door, window, ventilator shutters and partitions etc. Including EPDM rubber on the periphery of the glass, snap beading, glazing clips, neutral cure weather Silicone sealant of Dow corning 789 of approved shade etc. complete for all height / all levels / all floor in all shapes as per the architectural drawings and directions of engineer-in-charge. Installed area of glass shall be measured and paid and without any wastage. In case of half round/ round shape windows, rectangular/ square area shall be measured and paid. a) 6 mm thick toughen glass

Providing and fixing solid core flush type door shutter (non decorative) of approved manufacturer like Kit, Anchor or equivalent (Battens should be chemically treated & kiln seasoned & binding agent should be phenol phormaldihide) and of required size, as per approved drawing, design and direction. The rate shall also include external lipping of maximum size 10 mm X 42 mm thickness for single shutter and 25 mm x 42mm thickness for double shutter of seasoned teak wood equivalent to best quality Ghana teak all around and 2 coats of synthetic enamel painting including 1 coat of wood primer & lapi/ oil and water finished polishing or lacquer polishing to lipping, all as per approved drawing, design & direction, etc. complete, sample to be got approved by the Architect or Engineer-in-charge. Measurement including lipping shall be considered for payment. The flush door thickness shall be any of the following: (Marine treated). Necessary hardware like hinges, pivot, handle, tower bolts, locks etc shall be separately measured and paid in the relevant tender items. a) 35 mm thick

Providing and fixing 1 mm thick Laminate sheet of approved make, texture and shade on Non decorative flush door, any ply surface etc with necessary nails, screws, adhesives as per drawings and approved sample. Laminate shall be either glossy or matt finish. The rate shall be for all heights, all floors, all places etc complete as directed by engineer in charge. Actual laid area shall be measured and paid without considering any wastage.

Providing and fixing 6mm thick Compact Sheet of any size, any shape, any color and texture as per approved make in aluminium frame and shutter work with necessary cutting of sheet, single side, double side coloured as per drawing & specifications including providing and fixing EPDM quality rubber/ silicon sealant/ 3M tape/ screwing on the periphery of the sheet as per the required thickness etc. complete at all floors/ all levels/ all heights as per the drawing & directed by EIC. Cut edges of the compact sheet shall be provided with masking tape. Actual installed quantity shall be measured and paid. Rate shall be inclusive of all type of wastage.

General Notes for Hardware: Supplying and fixing heavy quality fixtures and fittings for doors, windows, ventilators with necessary screws, nails, machine pins of SS 316 grade etc for all floor/ all levels/ all heights complete. The fittings and fixtures hardware as described in items or of make approved by Architect. Sample shall be approved before execution. Providing & fixing hydraulic rack and pinion door closer with screws to pivoted/ hinged door of approved make like Dorma or equivalent for specified door width with minimum one year guarantee. All adjustment screws face fixed. Silver finish. Rate shall be inclusive of fixing with using the template as per supplier's specification & maintain in good working condition uptill defect liability period. a) with standard arm and with two independent closing valves and latching speed adjustable by arm without mounting back plate up to 1200 mm door width - TS 68 of Dorma or equivalent

Providing & fixing of specified height (minimum rod size shall be 10mm) SS 316 grade brush finish Tower bolt of Kich or equivalent in wooden doors/ aluminium doors with necessary screws etc complete as approved by Architect and Engineer-in-charge. (a) 250 mm x10 mm rod size

Providing & fixing SS-316 grade or satin nickle plated brush finish brass butt hinge of specific size with necessary screws etc. complete of Kich or equivalent make and sample as approved by Architect and Engineer in Charge. a) 100 x 75 x 3 mm - with ball Bearing

Providing & fixing SS-316 grade or satin nickle plated brush finish brass butt hinge of specific size with necessary screws etc. complete of Kich or equivalent make and sample as approved by Architect and Engineer in Charge. b) 100 x 64 x 2.5 mm - without ball bearing

Providing & fixing set of dead lock for single/ double shutter door, with 55mm backseat, 20mm square for end with 72 mm centers including strike plate SS 304 as per DIN 18251-1, grade 2 and prepared for euro profile cylinder (EPC) including strike plate and EPC length 60/70 mm standard Euro profile Pin Cylinder/ Half pin cylinder of approved make with both side key/ one side key one side knob/ slot operation with pair of SS 304 Escutcheons (key hole plate) of required size of approved for wooden doors with necessary SS Phillips head screws etc complete as per drawing and sample approved by engineer in charge. EPC Cylinder for dead lock shall be with high security, non duplicable with reversible keys, modular cylinder, EN 1303 certified, durability grade 6 (100000 Cycles), key related security Grade 6, attack resistance grade 2, features of protection against manipulation (picking), impressioning, opening by the bumping, drilling. Keys made up of nickel silver. Patented System upto 2033 & International certification. Rate shall be for all heights, all floors and all places. The lock shall be with 4 keys. Provision of master key shall be as per client's requirement. No extra shall be paid for the same.

Providing & fixing SS 316 satin (brush) finish push-pull pair of handle square/ rectangle shape in pair of Kich or equivalent with necessary screws etc. complete, as per drawing as approved by Architect and Engineer-in-charge. Rate shall be for all heights, all floors and all places. a) 300 mm long x 22mm dia

Providing and fixing stainless steel (SS 304 grade) adjustable sliding friction windows stays (for easy cleaning) 16" size having maximum width 900mm, max weight capacity - 30 kg of cotswold, Securitize, Giesse of required capacity and approved quality with necessary stainless steel 304 grade screws etc to the side hung/ top hung windows as per direction of Engineer-in-charge complete.

Providing and fixing powder coated single point lock with mortise handle (without lock) of approved make with heavy gear mechanism of required capacity including all required accessories like handle, fork, connector, extensior, polyamide, locking point, corner transmission and striker etc as per approved manufacturer recomendatation for aluminium casement door and window (top hung or side hung) with necessary screws etc complete as directed by engineer in charge.

Providing & fixing SS 304 brush finish Tower bolt of 450mm x10 mm rod size of any shape any type and of approved make in wooden doors/ aluminium doors/ metal doors with necessary screws etc complete as approved by Architect and Engineer-in-charge.

Providing & fixing 150 mm (minimum rod size shall be 12mm) satin nickel plated brush finish brass or SS 316 brush finish D shape rod handles with Tikadi of EPPW or equivalent with necessary screws etc. complete as approved by Architect and Engineer-in-charge.

Providing & fixing SS 304 brush finish solid Door Stopper with magnet, fixed type, wall mounted of Kich or equivalent with necessary screws etc. complete as approved by Engineer-in-charge in Charge.

Providing and fixing indicator bolt of Kich, Dorma, Hafele or equivalent for toilet door with necessary screws and etc. complete as approved by the Engineer-in-charge.

Providing & Fixing SS 316 grade Baby Latch of kich or equivalent having lenght of 100 mm including Bracket with necessary SS Screws etc. complete as specified, as per drawing as directed by engineer-in-charge.

Providing and fixing 600 mm x 450 mm bevelled edge mirror of superior glass mounted on 6 mm thick A.C sheet or plywood sheet and fixed to wooden plugs with C.P brass screws.

Providing and fixing SS 316 grade kick plate of size 1200mm x 200mm x 1.2mm for disable toilet door of kich or equivalent including fixing etc complete as directed by engineer in charge.

Providing and fixing SS 316 grade Internal signage of size 120mm x 120mm x 1.5mm in laser print/ eaching and fiiled with duco paint of approved make and as specified type including fixing etc complete as directed by engineer in charge.

Providing & fixing 19mm diameter SS 316 satin (brush) finish Disabled Grab Rails of 600mm long (as handle) of Jaquar, dorma or equivalaent make with necessary SS phillips headscrews etc. complete, as per drawing as sample approved by Architect/ Engineer-in-charge. Rate shall be for all heights, all floors and all places.

Extra labor rate for providing perforation/ round holes in uniform in compact sheet or flush door shutter as per the detailed drawing and approved by EIC / Architect. The holes shall be CNC cut in computer. Edges of hole shall be finished properly. The rate shall be for all floors, at all heights, including all costs.

7. PLASTER WORKS:- Providing and laying average 10 mm thick single coat mala plaster on ceiling & stairs and soffits in CM 1:3 (1 cement : 3 Coarse sand, only natural white river sand), on sides of brickwork/ blocks at all floors, all shapes and all heights with necessary scaffolding, curing, making grooves, forming pattas, hacking properly RCC surface etc. complete 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, only natural white river sand) rough wired finish and 8 mm thick finishing coat in CM 1:2 (1 cement : 2 fine sand, only natural white river 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 and Laying 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand, only natural white river sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand, only natural white river sand) etc. complete.

8. WATERPROOFING WORKS:- Providing and laying average 60 mm thick water proof cement concrete flooring in 1:2:2 (1 Cement : 2 Sand : 2 Graded Aggregate 10mm nominal size, only natural white river sand) to RCC swimming pool floor, under ground tanks including making vata at all heights in line, level and gradient including mixing water proofing compound of approved make in recommended proportions as approved by the Engineer in charge and leaving the surface rough wired finish to receive any type of flooring/ smooth finish etc complete as dircted by Engineer in charge. Rate shall be inclusive of curing, scaffolding etc. as directed.

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand, only natural white river sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand, only natural white river sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand, only natural white river sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.

Providing and laying broken china mosaic flooring for terrace using 12 mm to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring mortar creme out upto surface using white cement including rounding off junctions and extending them upto 15 cm along the waII,clearing with water and oxalic acid etc. as directed.

Providing material and labour for carrying out waterproofing treatment to sound concrete surface of toilets, sunken slabs, corridors, wet areas etc. after proper surface preparation to remove loose dust, dirt etc., repairing of cracks (if any) using polymer modified mortar, carry out cementitious injection grouting at leakage points modified with Plasticized Expandive Grout Admixture @ 225 gms per bag of cement, carry out 50 mm thick cement mortar (1:3, only natural white river sand) vatta/ corner modified with Styrene Butadine Polymer bonding agentat dosage of 2.5 Ltr per 50kg cement, Pre-dampening concrete surface, mixing and application of two coats of Elastomeric Polymer modified cementitious waterproofing coating by incorporating alkali resistance 45 gsm glass fibremesh between 1st and 2nd coat using suitable brush or roller as per coverage etc. complete for all floor al height all level as per manufacturer’s specification and as directed by engineer in charge.Cured Polymer modified cementitious waterproofing coating shall comply with ASTM D4060, ASTM D4541, ASTM D638,ASTM C836 and possess below properties: Mixed density : 1.68 g/cc, Adhesion to concrete-> 1 N/mm2, Non-toxic, Static crack accommodation-1 mm. Water proofing system shall be executed by only approved applicator of approved brand and under strictly supervision of technical fellow of manufacturer. The rate includes giving 10 year guarantee for waterproofing on a Rs.100/- stamp paper in approved proforma.

Providing and applying single component, elastomeric, PU coating water proofing system curvature roof to be applied at required consumption to achieve a minimum 1.5mm DFT with required coat (minimum 2 coat) uniformly spread in entire area. System shall be executed as follows: 1) Surface preparation shall be done as per manufacturer specifications followed by single component PU water proofing coating 2) Repairing cracks on mother roof slab by cutting & making V grooves in 25x25 mm, and filling with a polymer modified sand-cementitious mortar, of 1:3 proportion and filling the groove with CM (1:3, only natural white river sand) as recommended by manufacturer specification. 3) making fillet with polymer modified mortar or as per manufacturer of minimum size 50mm x 50mm 4) Gap around the anchor (for fixing the roofing sheet) shall be filled with non shrink grout/ PU sealant as per site condition and as per manufacturer's specification. 5) Supplying and applying a coat of one component polyurethane based waterproofing coating, having elongation > 400%, crack bridging ≤ 2 mm, tensile strength of > 2.0 Mpa, solid content - 80 to 90 %, minimum DFT 1.5mm (as per ASTM D 412). Contractor shall submit methodology statement with all detail in illustrative sketch form and get approved from Engineer in charge. All material from single manufacturer. Application shall be carried out by approved applicator of manufacture and as per recommended by manufacturer. Cost includes all material, labour, T&P, wastage involved as mentioned in the item. Actual applied area shall be measured for payment.

Integral crystaline penetron admix water proofing system for raft & retaining walls& UGWTs Providing and application of Integral Crystalline waterproofing treatment as admixture of Penetron, Kryton or equivalent to the entire quantity of the concrete of basement raft/ slab with beam or retaining walls by using Admix having speed of penetration of 31 Cm in 56 days and resistance to 20 bar hydrostatic water head, using admix @ 0.8% by weight of cementious content maximum upto 3 Kg/Cum. Rate shall be inclusive with damage and honey comb concrete, grouting, honey comb repair, sealing any future hairline cracks because of its self healing nature, over treated area with integral crystalline product as per manufacturer's specifications and as per technical specification etc complete. Work shall be carried out by approved applicator and as per method of waterproofing accepted by manufacturer. Work shall be guaranteed for 10 years against any leakages and guarantee shall be provided on Rs. 100/- stamp paper in approved proforma

Providing and laying average 18mm thick double coat (water proof) smooth/ wired finish cement plaster on sides of masonry work/ block wall/ RCC wall, 12 mm thk first coat in CM 1:3 (1 cement : 3 coarse sand, only natural white river sand) by spraying , second coat of 6 mm of CM 1:3 (1 cement : 3 fine sand only natural white river sand) and mixing Integral waterproofing liquid admixture for mortar in recommended proportions in both coats, finishing the surface wired finish/ smooth finish with a floating coat of neat cement slurry at 2.75 Kg/ sqm to receive the tiles for all floors, all shapes and all height including hacking to RCC surface, scaffolding, curing etc. complete for all floor, all height as directed by engineer-in-charge. Cement slurry admixed with Integral waterproofing liquid admixture for mortar in recommended proportions is to be applied before each coat and final finishing coat.

9. FLOORING WORKS:- Providing and laying 8 to 10mm thick, double charged Vitrified tiles (full body) of size upto 600 mm of approved make, shade and required finish as approved by Architect/ EIC (Matt) for all floors/ any height/ any levels etc. with on floors, skirting, residue, steps of any approved shade as per design drawings over 20 mm (average) base of cement mortar 1:6 (1 cement : 6 coarse sand, only natural white river sand) laid on new surface or fixing on existing flooring by adhesive material and jointed with matching colour cement slurry including finishing shall be done with flush pointing with white cement and matching pigment, including curing, cleaning with mild oxalic acid, maintaining till handling over by covering with plastic sheet etc complete as directed by Engineer-in-charge.

Providing and laying 8 to 10mm thick, double charged, Vitrified tiles of size upto 600 mm x 600mm of required finish and any shade as approved by Architect/ EIC (Glossy/ satin) for all floors/ any height/ any levels etc. in skirting, dado, residue, risers of steps, jambs as per design drawings. Wall tile is to be fixed over 10 to 12 mm thick wired finish plaster in cement mortar 1:3 (1 cement : 3 coarse sand, only natural white river sand) including provision of groove, curing etc complete for all floors any heights, any lead and lift as directed by Engineer In charge. Grouting shall be paid in relevant tender item. Sample and mockup shall be approved before procurement of material. Actual laid area of tile shall be measured and paid. Sample and mockup shall be approvd procurement of material.

Providing and laying Antiskid vitrified tiles in floor(thickness to be specified by manufacturer) with residue of approved make and shade as per drawing with water absorption less than 0.08% and confirming to IS: 15622, laid over 20 mm thick cement mortar 1:6 ( 1 cement : 6 coarse sand only natural white river sand ) bedding of approved make, in all colours and shades. Finishing shall be done with pointing the joints with grey cement slurry at 3.3kg/sq m including grouting the joints with white cement and matching pigment, including curing, cleaning with mild oxalic acid, maintaining till handling over by covering with plastic sheet etc complete for all floor all height as directed by Engineer-in-charge. Size of tile upto 600 mm x 600 mm

Providing and laying in position coloured glazed tiles of approved make and any shade of any finish of size upto 600mm x 8 mm for skirting, dado, riser of steps etc. of approved make and shade, in all colours and shades. Tile is to be fixed over 10 to 12 mm thick wired finish plaster in cement mortar 1:3 ( 1 cement : 3 coarse sand only natural white river sand) with keeping a groove of (3mm width). Tile shall be fixed with 1:1 cement sand mortar of average 6 mm thickness behind the tiles including filling the grooves with white cement slurry of matching pigment etc. complete as approved by architect and directed by engineer-in-charge. Finishing shall be done with flush pointing with white cement slurry and matching pigment, including curing, cleaning with mild oxalic acid, maintaining till handling over etc complete as directed by Engineer-in-charge. Rate of backing coat plaster shall be paid separately in relevant tender item.

Providing material and labour for laying 25 mm thick Kota stone slabs in risers of steps, skirting, (flush with plaster) laid on average 10 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including providing 10mm wide grove between skirting and plaster, rubbing and polishing complete as directed by Engineer In charge. Sample shall be approved before execution. Kota stone shall be in uniform shade of reuired size. Sample and mockup shall be approvd procurement of material. Shade of skirting must be match with flooring stone.

Providing material and labour for laying average 25mm thick machine cut semi mirror polished Green Kota stone slab of size upto 600mm in flooring over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand only natural white river sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of kota stone including curing, rubbing and polishing at all floors any heights, any lead and lift in any shape and pattern etc complete as directed by Engineer In charge. Sample shall be approved before execution. Kota stone shall be in uniform shade of reuired size. Sample and mockup shall be approved before procurement of material.

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 cement : 6 sand (only natural white river sand) 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 grout 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 40mm, in floor, pathway, sitting etc. in sizes upto 600mm x 600mm including average 40-60 mm thick cement mortar bedding in 1 cement : 6 sand (only natural white river sand) 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 grout 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 30mm thick Mirror Polished Granite stone (stone of required size, shape,of approved type and shade) as per the architectural drawings over 40 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) admixed with pigment to match the shade of stone/ stone fixing adhesive of approved make. Rate shall be inclusive of material, labor, adhesive, curing, cleaning with water jet, finishing, etc complete for all floor level and as directed by engineer in charge. Additional mortar thickness shall be paid in relevant tender item.

Providing material and labour for laying sandwich platform comprising of a) Sandwich of 18 mm thick single side polish Granite of approved size, shade and sample on top and 30 mm thick polished kota in bottom with 25mm thick cement mortar (1:4) in between b) At centre vertical sandwich supports of 30 mm thick two kota stone on sides and 20mm CM (1:4) in between and at both end walls vertical supports of 18 mm thick double side granite. c) 75 mm raised platform at bottom with kota on top and 50mm CM (1:4) at bottom, kota stone skirting as per design and approved sample. The rate includes rounding, champhering and mirror polishing of edges, facias of granite, MS support including necessary bonding adhesive (if required). Rate shall be also inclusive of curing, making holes & cutouts for sink, wash basin, Piller tap/ Bib tap but excluding the cost of MS work, plumbing fixtures ans sink. at all floors all height etc complete as directed by Engineer Incharge. (Only plan area shall be measured & paid for). Rate shall be included all kota & granite mentioned in above.

Providing and fixing both side mirror polished 18mm thick best quality Granite stone slab of any shade any colour for Urinal partitions and Wash basin counter as per sample approved by Engineer in charge with edges rounded and mirror polished, of required size fixed as urinal partitions/ wash basin counter by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement mortar 1:2 (1 cement : 2 coarse sand) as per drawing and as per direction of Engineer-in-charge. All expose edges shall be champhered and mirror polished. Rate shall be inclusive of chasing, cutting, edge champhering, edge polishing, making holes (if required), curing, finishing, maintaining upto handling ovre the project etc complete for all height. The work shall be carried out as per the approval of Engineer-in-charge. Only finished granite work shall be measured.

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).

Providing and fixing stainless steel (Grade 316) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel anchor fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Architect and as directed by Engineer-incharge. (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Rate shall be inclusive of bolts, fastner, all accesories for fixng and fabrication for all level all height etc complete. All anchore fastners and accessories shall be of 316 grade steel.

Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-locked together through their entire length and jointed together at the ends by end locks mounted on specially designed pipe shaft with bracket plates, guide channels and arragements for inside and outside locking with push-pull operation including the cost of hood cover and spring etc. complete. (B) Shutters including 1 coat of Rustocap and 2 coat of Hi-Gloss / Matt Finish Metal PU Paint of approved make and shade over all the surfaces etc. as directed.

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 three coats of plastic emulsion paint from following of approved make, color & shade (first two coats with brush and final coat with roller), on newly dry interior plastered surface at all heights give an even shade, including required coats (minimum two coats) white cement based putty of Birla white / Acrylic putty of Asian paint or equivalent after thoroughly brushing the surfaces free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth etc. after applying every coat of putty. Priming coat of alkali resistant cement primer (water or solvent based) is to be applied on putty etc. complete as directed by engineer-in-charge. Sample to be approved before starting of the work. The rates shall include the cost of filler for filling the cracks on surface. 1) Regular interior Plastic emulsion of Asian or equivalent 2) Highly washable interior Plastic emulsion like Supreme 3 in 1 of ICI or equivalent

Providing and applying Hydrophobic Silane - Siloxane coating of approved make, to exposed concrete surfaces at all heights & leads and wherever instructed by Engineer-In-Charge. The treatment shall be in two coats wet-on-wet or as recommended by approved manufacturer including preparation of surfaces by cleaning, curing, protecting, independent double legged scaffolding etc complete. The rate includes the cost of all materials, its application by specialized applicators by spray coating with airless sprayer, cleaning the substrate of all laitance, construction dust, contaminants, double scaffolding, labour etc., all complete and at all levels, leads and heights as per particular specification & directions of engineer in charge. Guarantee Bond in the prescribed proforma shall be executed by the contractor for the satisfactory performance of the application for 5 years.

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

12. ROOFING WORK:- Providing and laying pressed clay tiles (Mangalore tile) of 20 mm nominal thickness as per approved pattern on sloping concrete roof slab. Tile shall be fixed with aluminium hollow section as battern. Aluminium battens shall be fixed on concrete sutface (c/c distance as per size of tile) with SS 316 screws/ anchor of approved make as per design. Tile shall be fixed on aluminium batten with necessary screws/ fastner as per approved shop drawing and as directed by engineer in charge. Rate shall be inclusive of tile, screws, fastner and other approved fixing material, scafolding etc complete for all level, all height. Aluminium frame work shall be paid in relevant tender item.

Aluminium framing for mangalore tile fixing Providing and fixing aluminium frame work for roofing tile work with extruded any type of built up sections/ other sections of approved make conforming to IS: 733 and IS: 1285. All aluminium member shall be anodised finished of approved make and shade (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). The aluminium frame shall be fixed with SS 304 fastner, nuts, bolts and washer on sloping roof slab for all height all level etc complete and as directed by Engineer in charge. The aluminium quality shall be as per grade 6063 T6 and BS 1474. Framing system shall be as per approved shop drawing. Aluminium sections shall be smooth, rust free, straight, metered and jointed mechanically wherever required. Rate shall be inclusive of all kind of anchor fastner, screw and consumable. Only actual weight of installed aluminium member (without bracket for undercut anchor) shall be paid in Kg.

13. FALSE CEILING AND WALL PANELLING:- Note - Contractor shall prepared shop drawing co-ordinated with services for all falce ceiling items and submit to consultant for approval. Cement Fiber board False ceiling with GI Framing Providing & Fixing M/F Suspended 12mm thick cement fiber Board/ multi purpose cement partical board with GI Gyproc frming anf syspension system which includes GypSerra Perimeter Channel is fixed along the perimeter of existing wall/ partition with the help of screws at 600mm centers. Ceiling Angle is suspended at up to suitable height as per sight conditions by fixing it to the soffit clit with Soffit Cleat and Rawl Plug creating 1220mm x 1220mm grid. Intermediate channel is fixed to the Ceiling Angle with 2 Nos of 4.2x13 Gyproc metal to metal screw. The Ceiling Section is then fixed to the Intermediate Channel with the help of Connecting Clip and in direction perpendicular to the Intermediate channel at 600mm c/c. All framing materials shall be of GI (IS513), YS-300Mpa, Finish-Galvanized 150GSM (IS 277). 12mm thick cement fiber Board/ multi purpose cement partical board (Confirming to IS 2095-Part-I, 2011) is then screw fixed to ceiling section with 25mm drywall screws at 230mm centers. Rates shall be inclusive of cost of making cut outs/ openings for electrical fixtures, tube lights & providing additional sections for strengthening the openings/ cutouts, making grooves between wall & board or as per drawing /instruction of EIC. Area of cutouts shall not be deducted and no extra payment shall be considered for additional sections provided. Only plan area shall be considered for payment. The rate shall be in sqmt for all floors and at all heights including necessary scaffolding, tools, tackles, wastage etc complete as directed by engineer in charge.

Providing and fixing fabricated metal single shutter/ double shutter trap door (recess type) made from 0.8 mm MS sheet, Inner Frame - 1.5 mm, Outer Frame - 2mm MS sheet and finished with powder coating of approved shade/ enamel/ acrylic paint (primer + 3 coats of paint) of approved make and shade. Same false ceiling board shall be fixed in recess part (depth equal to thickness of board) of trap door. Door shall be installed on existing false ceiling framing with extra MS suspender with necessary hardware like Allen key lock, hinges/ pivot, safety chain etc complete as directed by engineer in charge. Rate shall be inclusive for providing, loading/ unloading, transporting and installation at all floors all height but excluding the cost of extra suspender for installing the trap door and false ceiling board. Area of trap door with frame shall be measured for payment.

Perforated Gypsum False Ceiling Providing and fixing of Suspended ceiling system with 12.5mm thick glass fibre perforated gypsum plaster board/ tile of any size having any type of edges and any shape, any size, any pattern perforation and GI suspended framing system. This includes ribbed frame Perimeter Channel fixed to brick wall/partition with the help of nylon sleeves and screws at 600mm centres along the perimeter of ceiling. Then suspending ribbed section used as intermediate channel from the soffit at 1220mm centres with Ceiling Angle fixed to RCC Slab with Soffit Cleat and steel expansion Fasteners @ 600mm Centres respectively. Ultra frame ribbed Ceiling Section are then fixed to Intermediate channel with the help of four point connecting clip (0.8mm thick) and in perpendicular direction to the intermediate channel at 600mm centres. All framing and grid section shall be GI (as per IS 513) having yeild strength 300 mpa and galvanized finish of 150 GSM as per IS 277. 12.5mm thick glass fibre perforated gypsum plasterboards/ tile of any size having any shape, any size, perforation of any pattern is screw fixed with 25mm long Drywall screws at 230 mm centres. 50mm thk 24kg/m3 glasswool should be placed between the frame and perforated board with the help of Glasswool tissue bag. The screw fixing of gypsum plasterboards to the metal framing at the periphery, openings and cut edges should be at 150mm centres. Finally square or tapered edges of the boards are to be jointed and finished so as to have a flush look which includes filling and finishing with Jointing compound, Joint Paper tape and two coats of Drywall Top Coat as per the drawing & approved sample. Rates shall be inclusive of cost of making cut outs/ openings for electrical fixtures, tube lights/ air-conditioners, grills, diffusers etc & providing additional sections for strengthening the openings/ cutouts, scafolding, making grooves between wall & board or as per drawing etc complete for all level, all height, all floor amd as directed by Engineer in charge. Only plan area shall be considered for payment.

Veneer False Ceiling Providing and fixing veneer ceiling as per intent image and drawing as per following. 1) False ceiling shall be installed on MS/ CRS/ GI framing, which is included in this item 2) 12mm thick BWP IS 710 ply shall be used for base of ceiling. 3) 12 mm thick BWP IS 710 ply and 8mm thick BWP IS 710 ply shall be used for making side of ceiling. 3) 4mm thick Gurjan ply having slice thickness of 0.5mm of approved make and shade shall be applied on bottom of the ply. 4) edges shall be finished with veneer pressed bedding. 5) All veneer surface shall be finished with specified polish of approved make and shade, which is included in the item 6) Perforations, if any as per design, rate included in item Contractor shall prepare shop drawing based on concept design and drawing and submit for approval. shop drawing shall be approved by Architect and engineer in charge. Rate shall be inclusive of ply, veneer, edge beading, accessories, fastener, scaffolding, wastage, cost of MS framing, PU Finish etc complete for all level all height as directed by Engineer in charge.

15.0(A) Parking & ROAD WORKS:- Dry lean cement concrete- Construction of dry lean cement concrete sub base laid with a mechanical paver over a prepared subgrade with coarse and fine aggregate conforming to IS:383 (fine aggregate shall combination of natural river sand and manufactured sand), the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7days, mixed in a batching plant, transported to site, for all leads & lifts, laid mechanically, compacting with 8-10 tonne vibratory roller, Rate shall include cost of formwork (if any), finishing and curing etc. complete as per direction of Engineer-incharge.

Granular Sub Base Construction - 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 or machinery on prepared surface and compacting with vibratory power roller 8 -10 tonne capacity to achieve the desired density. GSB layer shall comprise of two layers. For lower layer called as filter /separation layer Grading I, II, V or VI shall be used. For upper layer called as drainage layer, Grading III or Grading IV shall be used. Minimum compacted thickness shall be 100 mm for each layer. All complete as per clause 401 of MoRTH and as directed by the Engineer-in-chrage.

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 minimum 100 mm thick including side slope concrete for fixing 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 and both side PCC M15 grade for fixing and finish good, curing etc complete as directed by engineer in charge. Rate shall be unit of One Cum.

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.

Grass (Grid) Paver block Providing and laying grey/non colored grass paver blocks (grid paver) of high density 75 mm thick of required grade of approved make. Including providing and laying 50 to 80 mm thick average bedding layer of coarse sand below paver block as per required grading and specification. The Finished surface of the Paver Block shall have Coarse Sand Texture Finish. Laid paver block shall be mechanically compacted. Cutting of paver block by machine cut only. Paver blocks shall be re-laid if necessary. Gap of grass/ grid paver shall be filled with average 40 mm thick mixture of garden soil, farm yard manure and sludge for lawn plantation and also including supplying and planting specified carpet lawn as required and specification. (Cost of lawn and mixture of garden soil, farm yard manure, sludge shall be paid in relevant tender item)

Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars for culverts 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 casted by vertically vibrated technology of following internal diameter. 1200mm (upto 10 ton)

Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars for culverts 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 casted by vertically vibrated technology of following internal diameter. 900 mm dia.

Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars for culverts 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 casted by vertically vibrated technology of following internal diameter. (G) 600mm (upto 10 ton)

Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars for culverts 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 casted by vertically vibrated technology of following internal diameter. (E) 450mm (upto 10 ton)

Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars for culverts 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 casted by vertically vibrated technology of following internal diameter. (D) 300mm (upto 10 ton)

Ductile Iron Recessed Man hole cover with frame Providing and Fixing heavy duty double seal Ductile Iron Manhole cover with frame of 25MT capacity, double sealed, design according to EN - 124:1994, of clear opening size of UPTO 600mm x 600mm and recesse depth UPTO 100 mm etc. complete as per approved make and as approved by architect and as directed by engineer in charge. Frame shall be embeded in concrete of M25 grade and top level of frame shall be flush with road/pavement level. Frame and cover shall be with 2 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 Fixing all types of C. I. frame and cover upto 1.2 m x 1.2 m (upto Heavy Duty Cover and Frame of 100kgs) in C.C. 1:2:4 including carting etc. complete excluding cost of R. C. C.

Tree pit Providing and making tree pit as follows 1) Excavation for 1000mm x 1000mm or 1000mm dia and depth as per type of species 2) 900mm dia RCC NP2 class hume pipe in two halves shall be placed in excavated tree pit for 300mm depth 3) up to 750mm depth of pit shall be filled with Garden soil (good soil + manure + sludge) 4) remaining depth shall be filled with good soil 5) pesticides - using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration Rate include the cost of excavation, hume pipe in two halves and placing the same, garden soli filling and good soil filling, pesticides, but exclude the cost of planting. Work shall be carried out as per drawing and as directed by architect and 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 - 0.70Mt x 0.70Mt x 0.10 mt (80 mm thick) 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)

Garden Soil Filling:- Providing, Supplying and stacking of good earth/Garden soil in landascape area inlcuding breaking clods, dressing, spreading and levelling as directed by engineer in charge.

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.

Providing, casting, hoisting & installing Precast Reinforced Colored cement concrete (M25) Bench (all elements having 125mm thick) fair finish as per design and drawing having 40mm thick Mirror polish Kota Stone in one piece on top. grove of same width as mortar thickness shall be provided between top kota stone and colored concrete top as per drawing. Remaing surface of bench shall be exposed colored concrete finish. All edges of Kota shall be rounded and polished. Rate shall be inclusive of Coloured RCC, reinforcement, Kota and silicone coating 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. Color of Color Concrete to be as instructed by Architect-in-Charge. Size of Bench - 1500 L x 450 mm W x 450mm H

Supply and fixing of Reinforced cement concrete (M40 grade) fair finish Precast Planter Box [planter made out of three piece with base (approximate 560mm x 360mm x 80mm) and three ring module (approximate 800mm x 600mm x 240mm)] including the transportation form the Manufacture factory to site and placing planter boxes as directed by engineer in charge.

Providing and installing floor/wall mounted dustbin modules having separate Dry and Wet Waste collection Bins having Basic Rate - Rs. 30,000/-

Providing, Making and Fixing the MAP Sign in 2 side pylon Aluminum modular Sign from Vista or equivalent modular system size of 1.2mt. X 2.1mt. Fixed It on Solid floor with anchor fastener as per the detailing of modular system. Printing for the Modular system should be done on gray back PVC and fixed in the system. Content of sign should be letters, graphics / maps, signs etc. in any colour as per design, drawings and instruction of architect or engineer in charge.

Providing Making and fixing Main Entrance Sign / Main Facility Location Sign in etching on 2mm thick ISI Brushed S.S. Grade 304 plate. All plates will be made in CNC Water Jet Cutting, with all edges smoothen and all corner to be cute round. Acid etching should be done 0.3mm deep and Use ICI duco paint for colour infill of approved colour. The plate will be fixed on wall with the stud directly finalized and designed As per instruction at site approved by Architect or Engineer in charge. The rate shall be inclusive of scaffolding, drilling, adhesive material etc. at all heights.

Providing and fixing Back lit signage Board size with installation of Acraylic LED sign with Acraylic 4 mm thickness , letter wall thickness 2mm x depth 12mm , and size(height) as per description provided , with outdoor samsung / ADS LED having 2 years outdoor warranty along with SMPS and power supply. 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 contractor should submit the drawings based on concept design and do the sampling and get it approval before mass production.

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.

Providing and fixing in position Children Playground Equipment of approved make and as per approved sample as per drawing and directions by engineer in charge. Basic rate - Rs 12,00,000/- (equipment 12 Nos approx)

16. 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 at non-objectionable place withing district as directed by Engineer-in-charge. (i) R.C.C. work including road

Demolition and disposal of unserviceable materials with all lead and lift.at non-objectionable place withing district as directed by Engineer-in-charge. (i) Lime concrete.

Dismantling of brick work and stone masonry including both side plastering or cladding, s stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift at non-objectionable place withing district as directed by Engineer-in-charge, 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 at non-objectionable place withing district as directed by 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 at non-objectionable place withing district as directed by Engineer-in-charge.

17. STORM WATER & INTERCEPTOR SEWER NETWORKU-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 upto 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.

18. TEST ON PILE:- Geotechnical Investigation:- Mobilization of core boring machinery with personnel at the site of work and demobilizing the same after completion of work. This includes all tools, plants, equipments and machineries such as diamond rotary drilling machine, equipments for taking out samples, frame/tripod etc. but does not include the cost of pontoon/boat, jack up platform, service boats etc. in case of underwater working, all complete as per direction of the engineer-in-charge. Note:- This item to be executed first before start of piling and Diaphragm wall work.

Geotechnical Investigation:- Boring 100 mm dia through soft soil such as sand, clay, hard murrum, slushy soil, boulders etc. using diamond rotary drilling machine installed on land and all equipments for taking out samples including shifting and installing machinery at each bore location etc. in ground and tidal zone, including conducting necessary laboratory testing including (1) Field Dry Density & Moisture content, (2) Atterberg's limit, (3) Partical size Distribution, (4) Specific Garvity, (5) Shear parameters, (6) Swelling parameters, (7) Consilidation test and preparing report (hard copes 03 set) and submitted to the engineer-in-charge etc. complete. ( I ) Depth upto 10 m.

Geotechnical Investigation:- Boring 100 mm dia through soft soil such as sand, clay, hard murrum, slushy soil, boulders etc. using diamond rotary drilling machine installed on land and all quipments for taking out samples including shifting and installing machinery at each bore location etc in ground and tidal zone including(1) Field Dry Density & Moisture content, (2) Atterberg's limit, (3) Partical size Distribution, (4) Specific Garvity, (5) Shear parameters, (6) Swelling parameters, (7) Consilidation test and preparing report (hard copes 03 set) and submitted to the engineer-in-charge etc. complete. ( I ) Depth more than 10 to 20 m.

Geotechnical Investigation:- Boring 100 mm dia through soft soil such as sand, clay, hard murrum, slushy soil, boulders etc. using diamond rotary drilling machine installed on land and all quipments for taking out samples including shifting and installing machinery at each bore location etc in ground and tidal zone including (1) Field Dry Density & Moisture content, (2) Atterberg's limit, (3) Partical size Distribution, (4) Specific Garvity, (5) Shear parameters, (6) Swelling parameters, (7) Consilidation test and preparing report (hard copes 03 set) and submitted to the engineer-in-charge etc. complete. ( I ) Depth more than 20 to 30m.

Geotechnical Investigation:- Boring 75mm dia through all type of rocky strata using diamond rotary drilling machine installed on land and all equipments for taking out samples (Collecting undistrubed sample at requird intervals and conducting RQD & UCS test on Rock) including shifting and installing machinery at each bore location, all lead and lift etc in ground and tidal zone, and preparing report (hard copes 03 set) and submitted to the engineer-in-chargeetc all complete as per direction of Engineer-in-charge.

Load testing of foundation piles including loading with necessary kentledge or any other suitable method as directed, this includes all tools, plants, equipments and machineries required to complete the work, and preparing report (hard copes 03 set) to the engineer-in-charge etc. complete. Design load applied on one pile for single times only shall calculated for payment. i) Vertical load test & Lateral test.

PLUMBING WORKS, CHAPTER 23: WATER SUPPLY:- Providing and fixing in position cowel went to pipes. (B) 75mm dia.

Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm (Earthwork, bed concrete, foot reste and trap to be measured and paid for separately) (A) Vitreous China.(I) Long pattern = White colour

Providing and Fixing vitreous china extended wall mount water closet (EWC) as per IS: 2556 (Part 2) of size 530 x 330 x 390mm or near about, (P Type) including seat and cover as per IS: 2548 of approved make and quality, and as approved by Engineer-in-charge, including all necessary fittings and accessories, complete. Make: Jaquar / Hindware / Cera / Equivalent

Providing and fixing 100mm size P or S trap for water closet squatting pan including jointing the trap with the pan and soil pipe in cement Mortar 1:1 (1-Cement : 1-Fine sand) (A) Vitreous China.

Providing and fixing in Cement Mortar 1:3 (1-Cement : 3-coarse sand)a, pair of white vitreous China 250mm x 130mm x 30mm footrest to long pattern squatting pan water closet.

Providing & fixing 32mm diameter C.P. brass Concealed type flush valve (Metropole Valve) with dual flush, 32 mm dia C.P. flush pipe with clamp and adapter, rubber joint, C.P. brass wall flange, elbow complete with all other accessories. Make: Jaquar / Hindware / Cera / Equivalent

Providing and fixing G.I. inlet connection for flush pipe with W.C. Pan

Providing and Fixing Vitreous china Under Counter Wash Basin as per IS: 2556 (Part 4) of size 560 x 450mm, in white colour of approved make and quality. All junctions shall be sealed with silicon sealant. Rate shall include 32 mm dia CP waste coupling, 32 mm dia CP bottle trap, union & extension piece of required length and CP wall flange complete including cutting & making good the walls where required and as directed by the Engineer-in-charge. Make: Jaquar / Hindware / Cera / Equivalent

Providing and Fixing 15 mm dia. Wall mounted type CP brass pressmatic bib cock with Auto Closing System with Built-in Control Cock With Wall Flange complete, making all necessary connections etc. All complete as per directions of the Engineer-in-charge. i) 15mm dia. Make: Jaquar / Hindware / Cera / Equivalent

Providing and fixing Gun metal check or non-return fullway wheel valve. (C) 25mm dia.

Providing and fixing Gun metal check or non-return fullway wheel valve. (D) 32mm dia.

Providing and fixing Gun metal check or non-return fullway wheel valve. (E) 40mm dia.

Providing and fixing Urinal of approved quality including connecting the Urinal with waste pipe, tap, etc. complete (A) White earthenware flat back or corner tyoe size 430mm x 260mm x 350mm. (A) Squating plate pattern white earthenware 550mm x 300mm.

Providing and Fixing in position CP brass Pressmatic Urinal Flush Valve Auto-closing system with built in Control Cock and Wall flange of approved or equivalent make, including 15mm S.S. pipe connection with Urinal, and including all necessary materials required for fixing. All complete as per directions of the Engineer-in-charge.

Providing and fixing Gun metal Ball valve with S.S. Ball with 2 piece lever operation, of approved quality (screwed end). (a) 15mm dia nominal bore.

Providing and fixing Gun metal Ball valve with S.S. Ball with 2 piece lever operation, of approved quality (screwed end). (C) 25mm dia.

Providing and fixing Gun metal Ball valve with S.S. Ball with 2 piece lever operation, of approved quality (screwed end). (D) 32mm dia.

Providing and fixing Gun metal gate valve with sheet metal handwheel of approved quality (screwed end). (f) 40mm dia nominal bore.

Providing and fixing Gun metal gate valve with sheet metal handwheel of approved quality (screwed end). (e) 50mm dia nominal bore.

Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 20mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing and Fixing 2-Way Brass Bib Tap in Polished Chrome as per specification and conforming to Manufacturers Standards.

Providing and Fixing Health Faucet with metal hose and Holder in Polished Chrome as per specification and conforming to Manufacturers Standards.

Providing and Fixing Towel Ring in Polished chrome as per specification and conforming to Manufacturers Standards.

Providing and Fixing Soap Dish in Polished chrome as per specification and conforming to Manufacturers Standards.

Providing & fixing P- trap of self cleansing design haivng water seal not less than 50mm with necessary distance piece & making connection & support to bottom of trap etc. complete as per specifications & drawing porvided at all places, all levels & all height. (A) 110 mm inlet and 110 mm outlet

Providing and fixing Heavy class SS Grating with Cockroach proof SS strainer including setting in floor with cement motor to match with floor finish as per requirement. (A) 153 x 153mm

Providing, Fixing, testing & commissoning 6 kg/ sq. cm PVC Pipe Selfit ISI marked brand as per IS 4985 complete including solvent cement jointing & hydraulic testing the joints & pipes as mentioned in the sepcification etc. and making connection with downtake wherever required to satisfaction of engr/ arch with proper care, protecting fittings & pipes till the final handing over etc as directed by E-I-C complete as per specifications & drawing provided for all places, all heights & all levels. (A) 40 mm diameter. Make: Astral / Supreme / Prince / Equivalent

Providing, Fixing, testing & commissoning 6 kg/ sq. cm PVC Pipe Selfit ISI marked brand as per IS 4985 complete including solvent cement jointing & hydraulic testing the joints & pipes as mentioned in the sepcification etc. and making connection with downtake wherever required to satisfaction of engr/ arch with proper care, protecting fittings & pipes till the final handing over etc as directed by E-I-C complete as per specifications & drawing provided for all places, all heights & all levels. (B) 50 mm diameter. Make: Astral / Supreme / Prince / Equivalent

Providing, Fixing, testing & commissoning SWR UPVC (Type B) Pipe Selfit ISI marked brand as per IS 13592 complete including solvent cement jointing & hydraulic testing the joints & pipes as mentioned in the sepcification etc. and making connection with downtake wherever required to satisfaction of engr/ arch with proper care, protecting fittings & pipes till the final handing over etc as directed by E-I-C complete as per specifications & drawing provided for all places, all heights & all levels. (B)110 mm diameter. Make: Astral / Ashirvad / Prince / Equivalent

Providing and installing PVC Water tank of 5000 litre capacity of Sintex make or equivalent including transportation on site, installation at required level and location, etc complete.

Construction of Bore Well at Site: The scope includes - Drilling of Bore Wells, Reaming of Bore holes, Lowering of Drop Line & Air Line upto water bearing zone, Compressed Air Cleansing up to availability of sand free discharge, PVC Main Pipes, Casing Pipe, MS Clamps, MS Bore Plugs, MS Bail Plugs, Steel Bent Plates, Geohydrological Ground Water Investigation, Electrologging of bore holes, Chemical analysis of extracted water, Submersible Bore Well Pumps of 5 HP capacity with 240 LPM discharge at 72 mtrs. Head, Control Panels, Cabes, Column Pipes from pump to required length, etc complete to the entire satisfaction of the Engineer-in-charge, as per the below mentioned details: 300 mm diameter (1 x 50 meters = 50 meters total length)

Chapter: 24 Drainage & Sewerage:- Providing and fixing S.W. Gully Trap with FRC cover brick masonary chamber and water tight FRC cover with frame of 300 mm x 300 mm. Size (inside) with standard weight. (i) Square mouth traps [B] 150 mm x 100 mm size - P type

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar joints including testing of joints complete.(C) 250mm (upto 10 ton)

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar joints including testing of joints complete.(D) 300mm (upto 10 ton)

Constrcting Manhole with R.C.C. top slab in 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm. nominal size), foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 Brick bats 40 to 50 mm. 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 (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal size) finished smooth complete including curing and testing. (i) Inside size 900mm x 1200 mm and 1.50 meter deep including heavy duty FRC Manhole frame and cover of size - 560 diameter total weight of cover and frame to be not less than 128 kgs (Wt. of cover 64 kg and Wt. of frame 64 kg) (A) with 230 mm thick walls of brick masonary using bricks having crushing strength not less then 35 kg/sq.cm in cement motar 1 : 5 (1 cement : 5 coarse sand) (1) A type depth 0.9 metre for 150 mm diameter sewer.

(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.

Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and painting with two coats of Anti-corrosive paint etc. complete.

Constructing brick masonary chamber for under ground C.I. Inspection Chamber and bends with bricks having crushing stregth no less then 35 kg/cm2 in C.M 1 :5 having C.I. cover with frame (light duty) of size 455 mm x 610 mm internal dimension total weight of cover with frame to be not less than 38 kg (Wt. of cover 28 kg, Wt. of frame 15 kg), R.C.C. top slab with 1: 2 : 4 mix (1 Cement : 2 coarese sand : 4 grade stone aggregate 20 mm size) foundation concrete 1:5:10 inside plaster 15 mm thick with cement mortar 1 : 3 finished smooth with a floating coat of neat cement on walls and bed concerete etc. complete. (iii) Inside dimension 600 mm x 850 mm and 450 mm deep for pipe line with three or more inlets.

Extra over items 24.44 for every additional depth of 0.1M. of part thereof beyond 450mm depth for Brick masonry chamber.(ii) for 600mm x 850mm size.

Chapter: 25 Mechanicals:- Supply, Installation, Testing and Commissioning of compact packaged type skid mounted, self contained variable frequency drive hydropneumatic system complete. having in- line vertical multistage centrifugal clear water pump set with SS- 316L / 304 casing, SS-316L impeller with SS-316/304 shaft ,CI base with CED coating, directly coupled with TEFC IE 4 / IE 5 magnetic motor (IE5 is preferable motor for Suitable duties, if not available then only IE4 motor) of class "F" insulation, with mechanical seal and company certified fittings, 2900rpm, suitable for opertion on 415 Volts ±10%, 3 phase, 50 Hz A.C. Panel mounted PLC and HMI Based multi pump controller with large graphical display with VGA 240 x 320 pixels and variable frequency drive (VFD) integrated in a Panel / Inbuilt with pump motor with IP54 class with pressure sensor transmitter (each pump each VFD), diodes to indicate pump ready, pump running and fault and capable to communicate with other controllers following MODBUS-RTU or BACNET Class-2 protocol through RS485 port. All alarms should be displayed in the controller. System should be equipped with dry running protection by both, reputed make Float (NO/NC) having 20 Mtrs Submersible Cable installed in the Tank & 0-10V DC Device installed on Suction Header. The entire system shall be mounted on a common base frame including common suction and common delivery of G.I heavy class pipe headers with flanges, interconnecting piping with all required Control Valves, Non-return valves, pressure guage with isolation cock etc. and all requried accessories. Pressure vessel of non corrosive FRP composite construction lined with NSF and/or FDA listed material, Vessel Shall be pre-charged with Nitrogen as per respective Pump Head. Each Vessel shall be installed with 2 1/2" SS 304 Glycerine Filled Manometer on Top. Air cell burst pressure of minimum of 5 times the vessel operating pressure and cycle tested for 80,000 cycles with charging connections to dischage pipe line with necessary flanges, gaskets, isolating valve, nuts/ bolts etc. with suitable foundation boits & other accessories, Set of accessories such as SS 304 / MS with CED Coated headers for suction and discharge, control valves, non return valves, pressure transducers, pressure gauge, inter connecting power and control cabling etc. complete. Duty of each pump suitable for:-No. of Pumps /set: 2 nos. (1 W + 1 S), Flow Rate: 18.5 m3/Hour of Each Pump, Head: 30 Meters, Head: 30 Meters, Air Vessel: 1 Nos of Min. 100 Liters Cap, Note:-1 set consists of 2 nos. of pumps (1 Working + 1 Standby)

Providing and erecting water cooler having storage capacity 80Ltr. & cooling capacity 40 Ltr.per hour @ an ambient temp of 45˚ C. The outlet temp. of the water should drop by 15˚ C within a hour, The water cooler should be comprising of hermetically sealed compressor, fan motor, condensing unit, water tank surrounded by evaporating coil, thermostats, relay etc. complete with necessary inlet & outlet connection. The body of water cooler will be made from Stainless Steel.

Supplying & erecting 5 stage single reverse osmosis water purification system with M.S. powder coated frame, prefilter housing with ‘O’ ring presediment filter GAC filter, carbon filter suitable buster DC pump capacity 80 psi, mention with 40 Osg inline type post carbon filter auto low & high pressure switches with following size of storage tank & LPH capacity & erected as directed with one year comprehensive maintenance guarantee. [B] 25 Ltr / Hr with 30 Ltr. S.S. Pressure Tank

ELECTRICAL WORKS, LT Switchgear & power panels:- Supplying, unloading at site, shifting to site, assembling, leveling, grouting, erecting, Testing, & Commissioning double compartmentalized Double door type Panel with IP 43 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. complete in all respect as per detail drawing and directed by engineer incharge. Electrical Main Panel As per atatched SLD

5. Distribution Board:- Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail, confirming to IS 13032 and BS 5486-1986 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) (A) single phase incoming and horizontal single phase outgoing (b) sheet steel double door (IP-43) (iii) 8 way

(b) sheet steel double door (IP-43) (iv)12 way

(B) three phase incoming and single phase horizontal type outgoing Per phase isolation type (PPI) (b) sheet steel double door (IP-43) (iii) 8 way

(B) three phase incoming and single phase horizontal type outgoing Per phase isolation type (PPI) (b) sheet steel double door (IP-43) (iv)12 way

providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to operate on 240 V A.C. system and having breaking capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark Cat.III

Providing & erecting 240 V MCB double pole switch for motor & inductive load (C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following capacity 6 to 32 Amp. - Cat - III

Providing & erecting 240 V MCB double pole switch for motor & inductive load (C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following capacity 40 Amp. - Cat - III

Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box having following capacity (a) 6 to 32 Amp. - Cat.III

(b) 40 Amp. - Cat.III

Approved make ELCBs / RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit withstand capacity of 6 KA and suitable for operation on single phase 240 V. having characteristic of quick action & tripping with all advance feature & do not incorporate any electronic component. for following Max. rating erected as directed (i) 25 Amps.DP - Cat. III

(ii) 40 Amps.DP - Cat. III

Approved make ELCBs / RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit withstand capacity of 6 KA and suitable for operation on 3 phase and neutral 415V. having characteristic of quick action & tripping with all advance feature & do not incorporate any electronic component for following Max. rating erected as directed. (i) 25 Amps.FP Cat. III

(ii) 40 Amps. FP

Supplying & erecting approved make RCCB + MCB (Electro magnetic type only) working on residual current device having 6 KA short circuit breaking capacity and 100 mAmp. Sensitivity & 30 mili sec. tripping time conforming to IS 12640 test knob facility trip free mechanism operating for rated leakage at nominal ten volt, complete erected including all materials lugs screws etc. completed. [a] 6A / 10A / 16A / 20A / 25A 2 pole single phase Cat. II

Supplying & fixing box for housing ELCB / ELCB + MCB combination made of 18 SWG sheet steel duly powder coated with gasket, dust & vermin proof bakelite shield two earthing terminals for following type of RCCB, ELCB, ELCB + MCB [a] For 2 Pole

[b] For 4 Pole

Half / One Module Blanking Plate of Standerd Size.

Providing and erecting metallic vitrified danger notice board for MEDIUM VOLTAGE installation to be erected as per IS.

6. Cable Trench:- Marking trench in soft soil of suitable width of 90 cms. Deep for laying cable or locating the fault all over the run and back filling the same and making the surface as normal ground.

Covering of cable with second class bricks or cement tiles laid cover the cable crosswise & also on both sides with covering of 7.5 cms. Layer of sand above & below cable. (16 bricks per meter).

Providing and erecting iron clad cable route marker duly marked with ELE. CABLE of size 23cms. X 12cms. Flushed with ground in cement foundation as directed by Engineer in charge.

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

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 b) 4 core 16 Sq. mm

(e) 4 core 25 Sq. mm

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. c) 3 core 6 Sq. mm

D) 3 core 10 Sq. mm

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 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)

(H) 3 1/2 core 185 Sq. mm ( 95 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

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid 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 cables. A) 4 core 4 Sq. mm

(B) 4 core 6 Sq. mm

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 cables. (A) 4 core 10 Sq. mm

(B) 4 core 16 Sq. mm

8. Cable Gland :- Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. (A) 2 to 4 core 2.5 Sq. mm

(B) 2 to 4 core 6 Sq. mm

(C) 2 to 4 core 10 Sq. mm

(D) 2 to 4 core 16 Sq. mm

(E) 2 to 4 core 25 Sq. mm

Providing and, fixing heavy duty flange type brass double compression type cable gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. (C) 3 & 1/2 core 70 Sq. mm

(G) 3 & 1/2 core 185 Sq. mm

Solder less 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.

(C) 25 Sq.mm.

(D) 35/50 Sq.mm.

(E) 70 Sq.mm.

(F) 95 Sq.mm.

( I ) 185 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.

9. Internal Wiring, WITH MODULAR TYPE SWITCHES:- Wiring of points to be done in open/concealed manner in 25 mm dia medium gauge Rigid PVC FRLS pipe. Wiring shall be done with FRLS type copper flexible wire of 650V/1100V. Separate pipe should be taken for circuit mains. Nos of ciruit of the same phases may be taken in same conduit (maximum 2 ckts).The circuit shall be laid in 25/40 mm dia medium gauge rigid PVC FRLS pipe. The point rate shall include all the necessary piping and wiring from sub panel / Distribution board to switch board & switch board to the batten holder / angle holder / connector / ceiling rose all inclusive except sub panel / Dist board. The wiring shall be done as per relevant prevailing standard. The looping of the wiring should be done in the switch boxes or light and fan point outlet boxes to avoid the junction boxes. The junction boxes and switch boxes for the ceiling light point, fan point etc shall be minimum 60/75 deep. All the necessary jarry in brick plastered walls should be done with machine cutter only , also jarry should be filled with cement, sand and wire mesh as required, the material cost for rough finish shall be included in point rate. Whenever pipes are required to be laid in flooring shall be of heavy guage.Wiring should be done as per distribtion details. Each circuit should have dedicated phase, neutral & earth wire. Wire sizes to be used as under, For Light Points /fan point/ wall fan / 6A 3 Pin Plug - DB to SB - 2.5sqmm for Phase & Neutral & 1.5 sqmm for Earth - SB to Point - 1.5 sqmm for Phase & Neutral & Earth For 6A Plug point. - 1.5 sqmm for Phase, Neutral & Earth For 6/10/16A general purpose plug point - 2.5 sqmm for Phase, Neutral & 1.5 sqmm Earth For 16A plug point for A/C and Geyser - 4 Sqmm for Phase, Neutral & 2.5 sqmm Earth For 20/32A plug point - 6 sqmm for Phases, Neutral & 4 sqmm Earth, No zarry will be allowed in expose brick work. The conduit shall be provided when the walls are under construction. The pipes in slab shall be laid before the slab is casted. 9.1.1 -One light point controlled by one single way 6 A switch. Loop light point controlled by same switch or SP MCB same as 9.1.1

Loop light point controlled by one single way 6 A switch

One light point controlled by two, two way 6 A switch

One ceiling fan outlet point controlled by one 6 A switch and hum free electronic type step regulator.

One 6 A x 5 pin 250 Volt socket outlet point controlled by one 6 A switch located on switch board. Cat. III

6 A x 5 pin 250 Volt switched socket outlet point at convenient location.

6/16 A x 250 V switch socket point on one switch box with 2.5 sqmm flexible wires and phase and neutral and 1.5 sq nm flexible Cu. wire as earth wire. The rate should include conduiting Upto DB.

6/16A x 250 Volt switched socket outlet point with 4 sq.mm wire for phase and neutral & 2.5 sq.mm earth wire.

SITC computer power supply point with 2 nos of 6 amp 5 pin socket with 1 no. of 6/16 Amp. socket with 1 no 16 A Switch with indicator & wiring of computer point will be done through 2 nos.of 2.5 sq. mm Cu. wires as phase & Neutral and 1 nos. of 1.5 sq.mm.as earth wire. .( This cost includes the wiring from DB to Computer point.)

-Do- as above but switch and socket at different location.

Exhaust fan outlet point with 6A 5 pin socket controlled by one 5 single way switch located at different location.

20 A x 250 Volt metal clad socket outlet point with 20 Amp. SPMCB without mains.

6/16A x 250 Volt switched socket outlet point for outside without any mains.(outdoor type)

MAINS :- 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 Providing mains with 4 nos. of 6 sq mm Cu. FRLS insulated flexible wire with ISI approval for 650 V/ 1100 V and 2 nos 2.5 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

(f) One wire 10.00 sq. mm

(g) One wire 16.00 sq. mm

(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

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

(2) 100 mm x 50 mm trunking

10. Light Fixtures & Fans :- Any kind of Internal light fixture Type - A with Basic rate of Rs 3,000/- (up to Rs. 5,000/-), LED light Fixing in False Ceiling, of size 150 mm x 150 mm or 600mm x 600 mm

Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel conforming to IS: 513/CRCA polyester powder coated and high U.V. & corrosion resistance with diffuser and/or Polycarbonate optics with company mark/name 120 to 300 V,Power Factor more than 0.9, THD < 10 %, CCT 4000 K to 6500K, Uniformity ratio >0.7, Luminaire efficiency> 85 lumens/watt , LED driver efficiency > 85 % CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/Bridgelux(U.S.A.) make LED used for luminaire. (Each fitting required LM-79 & LM-80 Certificates) (A) Tube Light with integral/ non-integral driver, (a) 12-14 Watts, Surge-2 KV, IP-20, Cat-II

Providing and erecting Approved make Ceiling fan with double ball bearing ISI mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep complete, canopy and 30 cms. down rod erected on existing hook or clamp with 24/0.2 , 3 core flexible wire with earthing. (as per Havells Cat. No. ES 50 PREMIUM or approved equivalent)

Supplying & erecting single phase approved make industrial exhaust fan suitable for medium duty ring mounted low noise operation suitable for medium duty having following dia size and maximum speed in RPM [A] 305 mm dia 900 RPM - Cat - II

11. 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.

12. 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 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 :- 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 :- 40mm

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

Providing & laying. R.C.C. Hume pipe for cable to be laid 90 cm. below ground across the road crossing or on floor with necessary material in an approved manner and making the ground as per original. (E)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 in existing trench for laying of cable. below ground / road surface for enclosing cable (A) 50 mm outer 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 in existing trench for laying of cable. below ground / road surface for enclosing cable (C) 90 mm outer 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 in existing trench for laying of cable. below ground / road surface for enclosing cable (D)120 mm outer 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 in existing trench for laying of cable. below ground / road surface for enclosing cable 250 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.

13. External Lighting:- Supplying, erecting, testing, commissioning approved make M.S. Polygonal High Mast Pole having following general Specification. (a) Polygonal Section fabricated from M.S. Plate confirms BSEN 10025 & Hot deep galvanized minimum 65/86 micron (as per IS 2629 /1985) Lantern carriage with ring and rubber lines for erection of luminaries of suitable site. (b) Maximum telescopic section not more than four. (c) Double drum gear pipe motorized winch with 6mm dia S.S. Rod (For 16 mtr and above size) (d) Approved make L.E.D. aviation light = 1 No. Lightening arrestor = 1 No. with necessary wiring of 2.5 sq.mm 5 core ISI copper cable Unarmoured. (e) Bottom most section suitable for mounting reversible motor and switchgears having door not more than 1400mm x 300mm with waterproof gasket & hinges & locking arrangement. (f) Pole structure comprises suitable size of reversible motor, cable from top of pole to bottom foundation and necessary switchgears with control panel. (g) bottom section shall have suitable size of thickness supports ribs foundation bolts nuts etc. (h) Item not comprises the cost of lanterns. (i) Necessary Cement Concrete foundation as per IS including testing & commissioning of the entire structure for following size of High Mast poles [1] High Mast 12 Mtr. TOP A/F 105 mm, BOTTOM A/F 360mm, No. of Sec. No. - 1, Bottom Thickness - 3 mm, Size of Base Plate - Dia 520 mm x 20 mm thick, Foundation Bolt Size M24 x 850 mm, Qty - 6 Nos., Suitable for mounting Fitting of Light - 6 Nos. (g) Rate inclusive of 6 nos of light fixtures on each High Mast with necessary wiring of 2.5 sq.mm 5 core ISI copper cable Unarmoured, with complete earthing. All complete with specifications all labour, material and as directed by engineer-in-charge.

Supply & installation of 4 meter Diva combo light pole with complate aluminium base casting and grooved pipe (Hot dip Galvanised with Avg 65 micron ) with Marine grade paint process of Avg 110 micron with base plate of suitable diameter with junction box cut out flush door with bottom light of IP67 rating of 8-10 watt suitable for pathway light. junction box shall be in concealed manner ( inside the pole ). Scope also includes necessary connection with foundation with foundation bolts, cable entry pipes, earthing. All complete as per drawing and technical specification and as per direction of Enginee-in-charge.

5/10 watt Ground Uplighter : Supply and installation of Ground Uplighter For Urban Lighting Having dimensions of 100 mm Dia and 155 mm Height, body made of painted aluminium, The protector is made of PMMA ( permanently Sealed With IP67 proction. Fixture is having external surge protection of 2.5 KV. Electronic driver is having power factor>90*, THD<15*%, CCT range of 300K.). including labour charges for 100 mm Dia cutting in Kota stone/ RCC Slab if any. Any kind of External light fixture. All complete as per drawing and technical specification and as per direction of Enginee-in-charge.

45/50 watt Vale-pole/post top with U bracket : Supply and installation of 45/50 watt Vale-pole/ post top with U bracket : Supply of Decorative Luminaire for Urban Lighting, body made of painted aluminium, the protector is made of PMMA with IK07 ( Permanently sealed optical compartment with IP66 proction . The Luminaire is equipped with PMMA lense with wide photometry for increased pole spacing. fixture is having external surge protection of 10 KV . Electronic driver is having power factor>0.90* , THD<20*% and input voltage range from 120-227V AC at 50 Hz. in CCT range of 3000,c. driver can withstand 320V AC for 48 hours and 440 V AC for 8 hours and with specific photometry to achieve wide beam distribution with bridge lux LED. All complete as per drawing and technical specification and as per direction of Enginee-in-charge.

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 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

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.

13. ELV SYSTEMS, Sec.1.0 Telephone and Data Networking:- 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) 25 mm

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 in existing trench for laying of cable. below ground / road surface for enclosing cable (A)50 mm outer dia

Tag Blocks - Multipair Telephone Cable Termination Providing & erecting main Distribution (MDF) indoor type, back mounted frame as per DoT standard approved with krone strips (c) Suitable for 50 pair

Cabling - Multipair Cables Supplying & erecting approved make Telephone Cable electrolytic copper conductor PE insulation twisted in two pairs & wrapped with FR PVC tape & sheathed with FR PVC or HFFR outer jacket suitable for telephone wiring & confirming to C-DOT erected in existing pipe. of following size of conductors & nos. of pairs. With necessary connections. A Conductor Size 0.5 mm. (b) Armoured. (Jelly Filled) (3) Fifty Pairs.

Telephone / Data Networking Cabling Supplying & erecting approved make LAN cable of following size in existing pipe as per direction. [C] CAT - 6

Providing following type of Modular Type Accessories mounted with pvc / metallic box covered with appropriate front plate modules erected with necessary connection. As desired by Engineer In charge. (8) Modem Jack for Computer Open RJ-45. Cat. III.

SITC of Patch Panel Cat 6 UTP Keystone Type- 24 Port-Fully Loaded as per technical specification etc. as required.

Supplying, installation, testing and commissioning of UTP CAT6 RJ45 ethernet patch cord - 7 feet as per technical specification etc. as required.

Supplying, installation, testing and commissioning of UTP CAT6 RJ45 ethernet patch cord - 3 feet as per technical specification etc. as required.

Data Networking - Fiber Optic Cable and Components SITC of O. F.Cable 06F Outdoor - Armoured Unitube SM - HDPE Sheath as per technical specification etc. as required.

SITC of LIU 12 PORT Rack Mount - Loaded (LC) SM as per technical specification etc. as required.

SITC of PIGTAIL LC SM SIMPLEX LENGTH- 1m as per technical specification etc. as required.

SITC of PATCH CORD LC-LC SM DUPLEX LENGTH- 3m as per technical specification etc. as required.

Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as required. for OFC Marker, as per technical specification etc. as required.

Supply, Installation, Testing & Commissioning of 15U (600W X 600D)MM Wall mount closed rack with front glass door, fan tray on top, perforated rear doors, keyboard tray with shelf. Casters & 2 nos vertical power strip with std, as per technical specification etc. as required.

Supply, Installation, Testing & Commissioning of 24U (600W X 600D) floor mount closed rack complied with UL, CSA, TUV, EIA 310, DIN 41494, DIN 41494, ISO 9001, ISO 14001, IEC 297 and current industry practices, CRCA Steel Door - Plain, Vented at Bottom, Fully perforated at front and rear side, with screw fitted side panels. 19" L type mounting angles at front and rear, top and bottom cover with cable entry provision, with required accessories as per technical specification etc. as required.

Type 2 Switch: 24 Port POE Supplying, installation, testing and commissioning of Layer 2 manageable networking switch, 24 # 10/100/1000Tx ports, all 24 ports shall be capable of providing PoE+ as per 802.3at, minimum 4 SFP+ ports, as per technical specification etc. as required.

Type 3 Switch: 24 Port Non POE Supplying, installation, testing and commissioning of Layer 2 manageable networking switch, 24 # 10/100/1000Tx ports,minimum 4 SFP+ ports, as per technical specification etc. as required.

Supply, Installation, Testing and Commissioning of 1G Base-T transceivers, RJ-45 termination supporting distance upto 100 mtrs, inclusive of any hardware or interfaces such as modules for populating RJ-45 Base-T transceivers complete as required.

Supply, Installation, Testing and Commissioning of Wireless indoor Access Point supporting Dual band with 802.11a/n/ac (5 GHz) and 802.11g/n (2.4GHz) concurrent operation with MIMO support 3x3, 3 spatial streams, One 10/100/1000 BASE-TX auto-sensing (RJ45) PoE port, as per technical specification etc. as required.

SITC of Digital / PCM / TDM EPABX System having SMT design, system with flexible universal slots. Inbuilt Auto attendant facility, Minimum 15 Nos. conference, Analog extension line, Calling GSM, E&M line, PRI / EI & VOIP program me through Analog telephone digital key from Ethernet, public address cord, shall have unrestricted simultaneous dialing facility, QSIG protocol on PRI, 95 / STD / ISD / Local-Locking, Class of Service, Quick Dial-Single Digit dialing of any two external number, Once only ring device, Boss/Secretary-Do not disturb Facility, Power Down Mode, Hot Line, Hot Outward Dialing, Day Night Mode, Auto Call Back, Barge-in, Call Pick Up & Call Transfer, Call transfer while Ringing with Voice Guide System, (DISA), Caller ID (CLI), CLI Base ECF, CLI Base routing Internet Ready Port, External Music Port, Call Budgeting, Call Most Calculation (ASMDR), DID Direct Inverse Dialing, External Music Input, Fax Homing, Global Directory Printing with following capacities [B] No of Extension 24, No of Junctions 9, 8 Port IP Resource in-built, 4 Port Web base Video Conferencing, No of expandable ports : 96, Operators Console - 01 Compatible : ISDN

providing and erecting add on Digital PRI T1E1 single card suitable for existing system of following ports suitable for 30 channel as per technical specification etc. as required.

Providing and erecting IP Phone with display with all IP system supported as per technical specification etc. as required.

Supplying & erecting push button type telephone instrument having speaker phone Caller ID & hands free dialling system & 30 memories with display system (a) Single line. as per technical specification etc. as required.

Sec.2.0 Video Survelance/CCTV System :- Supply, Installation, Testing &amp; Commissioning of IP Network TDN Low-Light IR Dome Camera, 1/2.8" CMOS, 2 MP @ 25fps, Min. Illumination required 0.01 lux @ F1.4 (color), 120dB True WDR, Min. Pixels 1920 X 1080, triple stream, 2.8 -12 mm motorized focus and zoom lens, BLC, HLC, 3DNR, Privacy Mask, IR LEDs Smart IR with upto 50m IR distance, Dual channel Audio G.711a/G.711u/AAC, 128GB SD card support, Alarm: 2 In/ 1out, PoE, H.264 High Profile and MJPEG, Inbuilt analytics Trigger line/Intrusion/Loitering, PoE Class 3 and 12V DC, IP 67, IK 10 vandal proof, Having Operating temp range : –40°C to 60° C. Certifications: ONVIF Profile S & Profile G compliant, UL, CSA 60950-22, CE (EN 50130-4 & EN 55022) , FCC Part 15 & RoHS compliant, as per technical specification etc. as required.

Supply, Installation, Testing &amp; Commissioning of IP Network TDN Low-Light IR Bullet Camera, 1/2.8" CMOS, 2 MP @ 25fps, Min. Illumination required 0.01 lux @ F1.4 (color), 120dB True WDR, Min. Pixels 1920 X 1080, triple stream, 2.8 -12 mm motorized focus and zoom lens, BLC, HLC, 3DNR, Privacy Mask, IR LEDs Smart IR with upto 50m IR distance, Dual channel Audio G.711a/G.711u/AAC, 128GB SD card support, Alarm: 2 In/ 1out, PoE, H.264 High Profile and MJPEG, Inbuilt analytics Trigger line/Intrusion/Loitering, PoE Class 3 and 12V DC, IP 67, IK 10 vandal proof, Having Operating temp range : –40°C to 60° C. Certifications: ONVIF Profile S & Profile G compliant, UL, CSA 60950-22, CE (EN 50130-4 & EN 55022) , FCC Part 15 & RoHS compliant, as per technical specification etc. as required.

Supply, Installation, Testing & Commissioning of 32 Channel NVR with 4 SATA interfaces for HDD as per technical specification etc. as required.

Supply, Installation, Testing & Commissioning of 8 TB SATA-2 Surviellance Harddrive.

Supplying, installing, testing and commissioning of 65-inch, LED Panel, 16:9 Aspect ratio, 350 cd/m2 Brightness, Anti-glare panel surface with viewing angle 176 degree, 4K pixels resolution, Video Input Interfaces : HDMI Type A Connector x 2, Mini D-sub 15-pin x 1, 20 Watt Built in Speakers with wall mount bracket as per technical specification etc. as required.

Sec.3.0 Conventional Fire Detection, Alarm and Control System:- SITC of 4 Zone Fire Alarm Control Panel, with 16X2 Character LCD Display, complies with UL - 864 and NFPA-72,Standards. Approval: UL-Listed Optional: 1) Provision to connect zone wise sounder (RE-25ZS) provided in a seperate cabinet. 2) Provision to connect zone wise relay (RE- 25ZC) provided in a seperate Cabinet 3) provision to connect repeater Panel through RS-485 with RE- RP Series.with SITC of Zone wise Relay contact box for 4 zones - RE-2554 fire alarm panel SITC of Zone wise Sounder contact box for 4 zones - RE-2554 fire alarm panel SITC of 5 Amps External Power Supply panel (Self Power)

SITC of Heat Combination (ROR and Fixed Temp) Detector with base.- Approval UL Listed.

SITC of Multi Sensor (Smoke and Heat combination) Detector with base - Approval: UL Listed.

SITC of Manual Pull Station - Dual Action Red in Color Approval: UL Listed with Supply of Back box for Manual pull station.

SITC of Conventional Sounder cum strobe with 24V DC, Audiable Sound 75 db @ 1 mtr range (16 V DC). It is used for Fire, Burglar & Emergency Alarm System, Low current consume @ 47 -73 mA Candela: flashing every second, 4 candela settings:15/30/75/110cd output and 2 different tone audible sound. Make: Ravel - Approval: UL Listed.

Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as required. Single pair, 2-core, 1.5 sqmm, For Fire Alarm System

Sec.4.0 Cable TV Distribution System:- Providing following type of Modular Type Accessories mounted with pvc / metallic box covered with appropriate front plate modules erected with necessary connection. As desired by Engineer In charge. (4) TV Co-axial Socket outlet. Cat. III.

Providing & Erecting approved make following size of TV Co-axial flexible cable comprising inner conductor of solid bare copper insulated with Foam PE & Secondary conductor made of poly – Aluminium film bonded Al. Braids @ suitable coverage overall sheathed with black PVC insulation. (b) RG – 6.

Providing & Erecting approved make following size of TV Co-axial flexible cable comprising inner conductor of solid bare copper insulated with Foam PE & Secondary conductor made of poly – Aluminium film bonded Al. Braids @ suitable coverage overall sheathed with black PVC insulation. (e) RG – 11.

Sec.5.0 Audio Visual System:- SITC of 75" Smart Interactive 4K display |7H hardness toughen anti glared glass | In-built Android 8.0, RAM 3 GB, 16 GB ROM |10 Points Touch in Android and 20 points Touch in Windows | Smart Object recognition and responsive multi-touch | Multiple Inputs for connectivity | 15W x 2 Speakers | Inbuilt Screen Sharing Software | Slimmer Frame|Customize GUI| Wireless presentation with Quad View Option| Broadcast upto 200 Devices | Remote Display Management

SITC of On-Board Computer OPS (Core i5 Processor, 8 GB RAM, 128 GB SSD) with the software as per the detailed Specifications

Supplying, installing, testing and commissioning of VC UNIT of Full HD Video Conferencing system with 1 + 3 Sites Connectivity with HD Communication Camera, Boundary Mic X 2 , Two Monitor Output, Video Input : HDMI X 2 for Camera, RGB X 1 and HDMI X 1 for PC Input, Video Output: HDMI X 2, RJ 45 X 1 for Control Purpose as per technical specification etc. as required.

Supplying, installation, testing and commissioning of Modular Pop-Up Box / Cable cubby Includes a Universal power outlet X 2 Nos. and space for four customer-supplied cables HDMI Port X 1nos, RJ-45 X 2 Nos, as per technical specification etc. as required.

Supplying, installation, testing and commissioning of 8x4 matrix 4K video scalers cum switcher with minimum 6 X HDMI IN, 2 X STP IN and 2 X HDMI Out, 2 X STP Out, HDCP 2.2, EDID supported as per technical specification etc. as required.

Supply, Installation, Testing & Commissioning of Two-way 16 Watt RMS Ceiling loudspeaker suitable for 70/100 V line, 100 Hz - 18 KHz frequency response, SPL Max.100 dB, Sensitivity 87dB (1W @ 1m), Nominal Impedance 8 Ohm.as per the technical specifications etc. as required.

Supply, Installation, Testing & Commissioning of Dual Channel Commercial Class D Amplifier for Green Room & Control Room with Energy Star Certification delivering 2 x 120 W @ 4/8 Ohms and 70V/100V,distortion <0.05%,Frequency response 20 Hz to 20 kHz, +0.5 / -1 dB,Signal-to-noise >97 dBA, as per site requirement as per technical specification etc. as required.

SITC of Wireless Mic Lapel with condenser,frequency response 100Hz-15kHz,Cardiod polar pattern,,RF sensitivity < 1.0 Uv,Image rejection>55dB,Dyanmic range >95dB and receiver having 32 channels possible,S/N ratio >100dB A,dynamic range >95db B,distortion <1 %,frequency band:618-634MHz,more than 12hrs battery life with AA battery.The transmitter & receiver should be of metal body as per the technical specifications etc. as required.

Supplying, installing, testing and commissioning of two way communication 10 x 8 Audio Digital Signal Processors, with Minimum 10 AEC balanced mic/line inputs, Minimum eight balanced mic/line outputs. as per technical specification etc. as required.

Supply, Installation, Testing and Commissioning of On-Table Boundary Microphone with half-cardioid pickup pattern, with programmable microphone button (PTT, PTM, Toggle on/off, Permanent on) and a two-color LED ring as a status indicator and TTL logic output on the underside can be used to activate a camera or media control system as per technical specification etc. as required.

Supply, Installation Testing & Commissioning 3 ft HDMI Interface Cable as per the detailed Specifications supports transmission of 4K Signals as per the detailed Specifications

Supply, Installation Testing & Commissioning 30 ft HDMI Interface Cable as per the detailed Specifications supports transmission of 4K Signals as per the detailed Specifications

Supply, Laying, Testing and Commissioning of Ultra Flexible High Speed HDMI Cables HDMI Cable 15 Meter HDMI 2.0 Cable Male to Male, support Deep Color, 4K 4096 x 2160 @60Hz; 3840 x 2160 @ 60Hz 4:4:0, Minimum conductor gauge - 30AWG, gold Plating, as per technical specification etc. as required.

Supply, Laying, Testing and Commissioning of Ultra Flexible High Speed HDMI Cables HDMI Cable 20 Meter HDMI 2.0 Cable Male to Male, support Deep Color, 4K 4096 x 2160 @60Hz; 3840 x 2160 @ 60Hz 4:4:0, Minimum conductor gauge - 30AWG, gold Plating, as per technical specification etc. as required.

Supply, Laying of Shielded Twisted Pair (STP) 4Pairs 24 AWG Cable with connector, as per technical specification etc. as required.

Supply, Laying, Testing and Commissioning of Two 16 AWG conductors non- plenum Speaker Cable, for High performance cable for audio signals as per technical specification etc. as required.

Supply, Laying, Testing and Commissioning of Dual 20 AWG shielded twisted pairs with individual drain wires for Mic and Controlling Purpose, as per technical specification etc. as required.

FIREFIGHTING WORKS:- Supply, Installation, Testing and Commissioning of Electric driven Terrace Booster Pump suitable for automatic operation and consisting of following: complete in all respect as required. a) Horizontal, centrifugal, end suction back pull out pump at specified flow of 450 lpm at 40 m. head conforming to IS standards. b) Casing - CI, Imperller-Bronze, Shaft - SS 410, Mechanical seal c) Squirrel cage induction motor with suitable HP with synchronous speed 2965 RPM, Suitable for operation on 415 volts, 3 phase 50 Hz. AC with IP 55 protection for enclosure, horizontal foot mounted type with Class-F insulation, Conforming to IS standards. d) Common Base plat for Pump and motor and coupling, coupling guard, rubber belows, anti-vibration arrangement, cables & other accessories as required for complete Installation of pump set. e) Suitable cement concrete foundation with cement concrete plaster complete with anti-vibration arrangement.

Supply, Installation, Testing and Commissioning of 150 mm dia. Pressure Gauge (for all pipes) of range 0 - 15 Kg / cm² Polished Stainless Steel Case with positive seal against weather, moisture & dust, with Glycerine filled, screwed, nipple, isolation valve, U-type stainless steel siphon tube and complete with necessary as required.

Supply, Installation, Testing and Commissioning of Pressure Switches for automation of fire pumps. Pressure switches shall be SPDT type suitable for single phase supply with diaphragm, IP 67 protection as required.

G.I. Above Ground Pipe Supply, Installation, Testing and Commissioning of the following sizes of flange jointed / screwed / welded, Above ground G.I. Pipes (Heavy class) ISI marked including accessories such as G.I. bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions / bends / flanges etc., and laying on the surface including painting with two coats of anticorrosive primer and two coats of approved red enamel paint after laying and testing after Installation etc. as per specifications complete as required. All fittings up to 50mm shall be forged and above 50mm shall be butt welded. a) 100 mm dia.

Supply, Installation, Testing and Commissioning of the following sizes of flange jointed / screwed / welded, Above ground G.I. Pipes (Heavy class) ISI marked including accessories such as G.I. bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions / bends / flanges etc., and laying on the surface including painting with two coats of anticorrosive primer and two coats of approved red enamel paint after laying and testing after Installation etc. as per specifications complete as required. All fittings up to 50mm shall be forged and above 50mm shall be butt welded. b) 80 mm dia.

G.I. Under Ground Pipe Supply, Installation, Testing and Commissioning of the following sizes of flange jointed / screwed / welded, Under ground G.I. Pipes of (Heavy class) ISI marked including accessories such as G.I. bracket, U clamps with Anchor fasteners, tees / elbows / reducers / couplings / unions / bends / flanges / wrapping coating 4mm thick / 150mm width as per IS:10221 etc., and two coats of anticorrosive primer and testing after Installation etc. as per specifications complete as required. All fittings up to 50mm shall be forged and above 50mm shall be butt welded. a) 100 mm dia.

Supply, Installation, Testing and Commissioning of C.I. Y type Strainer with S.S. Screen/SS 304 having 1.2mm perforation with require accessories. a) 100 mm Dia.

Supply, installation, testing and commissioning of C.I. Butterfly valve (IS:13095 , PN 16) with flanges, nut bolts, gaskets complete as required. a) 100 mm dia.

Supply, Installation, Testing and Commissioning of Cast iron Dual plate Check valve (PN 1.6) a) 100 mm dia.

Supply, Installation, Testing and Commissioning S.S. Fire Hydrant Single Landing Valve with 80 mm N.B. flanged inlet, SS spindle controlled 63 mm dia female instantaneous outlet type. SS coupling, blank cap, chain, twist release type lug & all accessories Conforming to IS:5290. Including fixing with anchor fastener and flanged tapping complete as required.

Supply, Installation, Testing and Commissioning of Fire Hose Cabinet wall mounting type 18swg (750 mm x 600 mm x 250 mm deep) with required accessories as per specification.

Supply, installation, testing and commissioning non-percolating rubber reinforced lined Fire Hose pipe (as per IS : 636) of 63 mm dia and 1no.x15 mtrs long. The hose shall be rated for burst pressure of 38 kg/sqcm. Hose shall be complete with ISI marked SS male & female coupling (IS:903) bound as per specification.

Supply, Installation, Testing and commissioning of 63 mm dia instantaneous pattern SS short branch pipe, 20 mm dia nozzle conforming to IS 903, suitable for inter connection to hose pipe coupling complete as required by the Local Fire Authority.

Supply, installation, testing and commissioning of First Aid Hose Reel (25 kg/cm²) conforming to IS:884 comprising of hose reel drum, 8 mm shut off nozzle, hose reel tubing type-3 as per IS: 444 of 25 mm dia x 30 mtr. long, painting, swinging type with fixing bracket, anchor fastener, bolts & nuts etc. complete as required by Local Fire Authority.

Supply, installation, testing and commissioning of forged brass Ball Valve.(PN 25) a) 25mm dia

Supply, installation, testing and commissioning of Cast Iron Two Way Fire Brigade Inlet as per IS: 904 having 63 mm dia inlet with blank cap and chain with necessary fittings, flanges, nut bolts etc. complete as required.

Supply, Installation, Testing and Commissioning of Gun Metal Air Release Valve with necessary fittings. Size: 25 mm (For Riser)

Supply, installation, testing and commissioning of Pump on/off Remote switches to each internal hydrant valve with required accessories.

Supply, installation, testing and commissioning of XLPE insulated FRLS copper armoured Cable from each Pump on/off switches to Panel with all necessary accessories. Size: 4 core x 2.5 sq. mm

Supply, installation, testing and commissioning of Carbon Dioxide (Co2) type Fire Extinguisher of 4.5 kg confirm to IS:15683, stored pressure, squeeze type with ISI marked fitted with required accessories including wall suspension brackets.

Supply, installation, testing and commissioning of ABC (MAP 90%) type 6 kg stored pressure, squeeze type confirm to IS:15683, with ISI marked fitted with required accessories including wall suspension brackets.

Getting Approval/NOC of Fire protection system from local fire authority and any other relevant statutory authority at initial and various other stages of work, including preparation of report/drawings as per fire authority.

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

PVC PIPE 6 Kg. in 40 mm.size includes require fitting like Bend, Tee, Reducer, Endcap Accessories and Solution

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

UPVC PIPE 80 Sch. in 1/2" Size

Master Butterfly Valve:- Butterfly valve 65 mm & 90 mm (4") PN10 is a wafer type valve, with an integrally moulded elastomer body liner, is desing to outperform valve with loose liner. Including Service Saddle of all Sizes. 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 2" Size

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. Including Service Saddle of all Sizes. including round valve box in 6'' size for double acting air release valve, Durable weather resistant and non corrosive reinforced polypropylene & polymide.

MP ROTOR / Rotary Nozzle having features an encased plastic 'cage' to provide unmatched resistance to grit,with high efficiency ADJUSTABLE nozzle capable of covering 2.5 M -10.7 m at 2.8 Bars, pressure.

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. Including Service Saddle of all Sizes.

12" Square Valve Box with greenlid and corrugated structure with unique shovel access slot and bolt hole knockout & Having Dimensions @ Top Opening 10" Dia & Bottom Opening 12 13/16" Dia.

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.] A, Soloenoid Valve 2" & NODE Controller

Automation Controller Accessories

Automation Cable Single Core 14 AWG as per site require (Command & Common Cable)

Cable Connector DBY Weatherproof

3 HP Pump set having panel box and fixed alongwith following accessories starter ,start / stop push buttons , Ammeter, Voltmeter , Indicating lamps, MCB with cable, etc.

Filter Unit consist of Manual cleaning, Also Pressure differential based, Disc Filter in 2" size 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.]

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 Assembly 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 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, Valves, Saddle ,Swing joints, Valve Boxes, Filter Unit, Automation Unit, as per drawing, specifications, instructions & directions of engineer -in -Charge.

RKC INFRABUILT PVT LTD