Construction of Lily pond, development of twin wells and allied civil works at Bhabha Botanical Garden at South site, BARC, Trombay, Mumbai.

Amount

From 0.00 to 1.50 m depth from Average Ground Level

Beyond 1.50 m and upto 3.00 m depth below Average Ground Level

Beyond 3.00 m and upto 4.50 m depth below Average Ground Level

Providing, centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels

For Sub Structure

For Super Structure

Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels

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

Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20 mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications, in super structure up to 20.00 metre height. Note : (i) For item nos. 4 and 5, in view of limit on water-cement ratio for durability requirements, concrete admixtures (Naphthalene / Melamine based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for these items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete. (ii) All projections, fins etc. in the concrete surface formed at the joints in the formwork should be ground & flush and finished at no extra cost. (iii) Minimum cement content is given by table mentioned below:

Extra for PCC/ RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants .

Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated with 1.6 mm dia soft drawn annealed G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. etc. complete including cost of binding wire, complete as per specifications and drawings. - Steel supplied by the contractor. Using TMT bars of specified grades all dia bars. TMT bars of approved manufacturers to be supplied by the contractor - confirming to IS:1786. Note: Cover blocks shall be of same grade of concrete

Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc. including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications, using materials of approved manufacturers. All test reports to be provided along with the supply of the materials Note: (1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. (2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. (3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (4) Electrodes manufactured by approved make shall be used.

Providing and laying Cobble stone block of flame finish of size 100 mmx100 mm and thickness varying 80 to100 mm to laid in required pattern and design including wedge cutting for circular pattern over and including 50 mm thick compacted bed of crushed sand. The pattern shall be made up of Black Granite Cobble stone, Cira Grey Cobble stone, Ruby Red Granite cobble stone and Madurai gold (Min 25% area) cobble stone. The cobble block shall be four sided hand chiselled up 20-30 mm from top. After laying these stones in patterns top joints shall be filled with coloured cement mortar etc. all complete as per the direction of the Engineer-in-charge.

Providing, supplying and laying pre-polished granite slab flooring / dado / Wall cladding with 50 mm thick Basalt with Shot blast and leather finished slabs laid over 12 mm thick base cement mortar 1:3 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement based tile grout complete all as per specifications and drawings.

Providing, supplying and laying pre polished granite slab flooring / dado / Wall cladding with 50 mm thick Granite with Lapathro finished slabs laid over 12 mm thick base cement mortar 1:3 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement based tile grout complete all as per specifications and drawings.

Providing and laying the porcelain mosaic flooring of approved make and color (aqua blue or matching with shade of mock-up room tile) with plaster 20 mm thk. of cement plaster (1:4) in line and level. Size of 200 mm X 200 mm mosaic flooring of approved colour and make with chemical mix applied on tile and laid on rough plaster and grouting of joints with white cement and matching colour pigment including cleaning, cutting of drain etc. complete as per the specifications and as directed by Engineer-in-charge.

Providing and constructing Half brick masonry using Flyash/ Flyash Lime bricks with minimum 70 kg / Sq.cm strength of approved make and size in partition walls in C.M 1:4 (using crushed sand) including scaffolding, raking out joints, curing etc. complete and with stiffners of RCC 1:2:4 (105 X 75 mm size) at every 900 mm height including form work curing etc. complete as per specifications but excluding reinforcement in Super Structure up to Floor - II level. (Reinforcement will be paid under relevant item)

Providing and constructing brickwork in cement mortar 1:6 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70 kg/ Sq.cm strength of approved make and size in super structure above plinth up to and including Floor II level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.

Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured)

Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge

Providing 20 mm thick plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge

Grouting of Lean Cement grout mixed with Non Shrink Compound/ polymer in pre fixed nipples with High Pressure Hand Pump ( preferably by Killick Nixon Pump), removing the nipples after grouting the area and finishing the area with Rapid-setting Repair Grout for water stoppage of approved make, complete all as directed by the Project Engineer at site. Note : Tentative/suggested make of rapid setting repair grout for guidance of bidder(s) - Mc Fix ST (Manufactured by Mc. Bauchemi)

Drilling Holes of 12/13mm diameter and fixing Aluminium/ PVC nipples using Rapid-setting Repair Grout for water stoppage of approved make, complete all as directed by the Project Engineer at site. Note : Tentative/suggested make of rapid setting repair grout for guidance of bidder(s) - Mc Fix ST (Manufactured by Mc. Bauchemi)

Grouting (only quantity of Cement used for grouting will be measured and paid.) Note : Contractor shall maintain Log book for consumption of Cement duly approved by Engineer in Charge.

Providing and injecting non-shrink grout of approved make including mixing, pouring, curing as per manufacturer's specifications, including scaffolding complete all as per specifications and as directed by Engineer-in-charge Note : Tentative / suggested make of non-shrink grout for guidance of bidder(s) - Conbextra GP2 of M/s Fosroc

Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge

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

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

Providing and constructing Random Rubble masonry using approved Rubble stone in super structure (above plinth) in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing above ground level / plinth level and up to and including 20 m height including scaffolding, curing etc.complete as per drawings and specifications.

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

90 mm dia UPVC Pipes

110 mm dia UPVC Pipes

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

Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. Note : (1) The elevational area of the scaffolding shall be measured for payment purposes. (2)The payment shall be made once irrespective of duration of scaffolding.

De-silting of deposited silt by excavation by using hydra from the silting pond & drains canals, wells etc. at various location and size including removing of wild vegitations creepers, dry muck if any by the side of wells, ponds as per direction of Engineer-in-Charge. All PPE's and safety equipments are to be arranged by the contractor at his own cost. Note: The supply of hydra is inclusive of rate.

Depth more than 4.5 and maximum upto 12m below ground level.

Lead charges for lead exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc.

Debris Note: The rates in respect of item nos. 28.1 & 28.2 are applicable for NET Quantities arrived at after making deduction for voids @ 30% for Debris & @ 20% in respect of soil from corresponding TRUCK Measurement.

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

Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge

Dismantling old plaster / skirting carefully, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 m lead

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

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

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

Providing, applying and finishing walls with two coats of premium fine textured exerior paint of required shade over new work including base coat of water proof cement paint, preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge On Plain plastered / concrete sufaces

Providing , applying one coat of acrylic based textured plaster of approved make with the finish as directed with average thickness of 2.50 mm and finished with 2 coats of high performance coating of approved shade including preparation of the surfaces, complete. as per specifications and as directed by the Engineer-in-charge.

Providing and Painting with Epoxy PU paint On STEEL surfaces using 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat of High Build epoxy primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat).

Providing and painting with Epoxy PU paint On CONCRETE surfaces using 3 coats of (180 Micron dry film thickness) Epoxy PU high building coating of approved make as finishing coat over a priming coat of epoxy clear lacquer primer to give high performance film over concrete/ plastered surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper, making free of dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 180 micron (180 micron finishing coat)

Providing, painting, Finishing walls with Premium Acrylic smooth exterior paint on sand face plaster / plain plaster & concrete surfaces with Silicone additives of approved make of required shade over new/old work (Two coats applied @ minimum 1.43 ltr / 10 sqm) over and including external cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Project Engineer. Note: Scraping of old painting and surface preperation are inclusive of this item. Note : Tentative / suggested make for guidance of bidder(s) - APEX ULTIMA of M/s Asian paints

On Plain Plaster surfaces

Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Technician having minimum SSC or Trade certificate in Masonary/Plumber/Carpenter/Painter Trade of less than one year duration from ITI/Government Recognised Vocational Training Institute. (2)Deployment: The contractor shall deploy one Technician for each job as single day work , for 6 working days per week for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) Period of work: The contractor shall carry out 3 Jobs per day (tentatively) for the period mentioned in NIT as per requirement at site and as directed by Engineer-in-charge. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Technician exclusively for that particular job. (5) Technician should be engaged after scrutiny of BARC Engineers/Engineer -in-charge and on approval by Competent authority and the particular person is answearble only to BARC engineers/Engineer-in-charge .

Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Degree holder with 1 (one ) year experience/Diploma holder with 3 year experience /Licentiate in Civil/Construction Engineering / Technology conducted by Board of Technical Examinations / University/ Autonomous Govt / Govt recognized recognized Polytechnic/ Institute. (2)Deployment: The contractor shall deploy one Engineer for each job for minimum 26 working days per month for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) Period of work: The contractor shall carry out one job per month (tentatively) for the period mentioned in NIT as per requirement at site and as directed by Engineer-in-charge. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one engineer exclusively for the particular job. (5) Engineer should be engaged after scrutiny of BARC Engineers/Engineer -in-charge and approved by Competent authority and the particular person is answearble only to BARC engineers/Engineer-in-charge .

Supplying man power along with necessary pans, spades, shovels pickaxe, punjas, ropes, small special spade, raincoats, safety shoes, etc. minimum two number of labour per day, upto maximum any number of labour as and when decided by Project Engineer to work for eight hours per day or monsoon period to carry out the cleaning of choked drains grating grills/hume pipes /footpath by removing the dry leaves, silt etc. and also carry out seasonable departmental work allotted by Project Engineer from time to time.

Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and make and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge

Manufacturing supplying and fixing of sign boards of required sizewith 18 swg SS 304 Grade Imported PVD Coated Gold Matt Finish 3D letters up to 25 mm depth with backside concealed fixture for signage installation on any rigid background surface in complete as directed by Engineer-in-charge. Note: The bidder(s) may refer existing signage ( in English and Hindi Language) of Post Graduate Hostel building at Anushaktinagar.

Manufacturing supplying and fixing of sign boards of required size with 18 swg SS 304 Grade SS Hairline Matt finish Etching Signage with Black Colour Infill for etched letters in complete as directed by Engineer-in-charge.

Manufacturing supplying and fixing of sign boards of required size with 18 swg Brass Glossy finish Etching Signage with Black Colour Infill for etched letters & PU Clear Lacquer Coating on top. in complete as directed by Engineer-in-charge. Note : Tentative / suggested make of PU Clear Lacquer Coating for guidance of bidder(s) - M/s MRF.

Manufacturing supplying and fixing of sign boards of required size with 18 swg SS 304 Grade Imported Chrome Mirror Finish 3D letters up to 25 mm depth with backside concealed fixture for signage installation on any rigid background surface in complete as directed by Engineer-in-charge. Note : The bidder(s) may refer existing ATOM Logo at the main entrance of Anushakti Nagar.

Manufacturing supplying and fixing of sign boards of required size with 6 mm Thick Solid Brass Glossy Finish CNC Cutout letters with PU Clear Lacquer Coating on top in complete as directed by Engineer-in-charge. Note : Tentative / suggested make of PU Clear Lacquer Coating for guidance of bidder(s) - M/s MRF.

Designing, supplying, fabricating, testing, transporting, handling and erecting at required positions and levels Structural Steel members for pre-engineered building as per approved design and drawing including girders, steel beams,rafters, purlins, cleats, fixing accessories, connection fasteners, girts, wind bracings and all structural members required to support roofing, rain water gutters, lighting windows including epoxy painting and making provisions stated as below including all consumables. This shall comprise of the following : Primary members: Primary members such as transverse rigid frames, curved rafters and wind bracings, bearing frame rafters, supports for rain water gutters etc. using three plate technology or as per approved design (Using 310 MPa Yield strength). Secondary Members: Secondary members such as purlins, girts, eaves, struts, wind bracing, flange bracings, base angles, clips, and other miscellaneous structural parts using cold rolled forming technology (Using 310 MPa Yield strength). Connections: All field connections shall be bolted. primary field connections shall be bolted and shall conform to ASTM- A -325 and Secondary connections shall conform to ASTM- A -307. Provisions as shown in drawing for : Openings for windows, ventilators, etc. with suitable steel members or frames on all the sides of the opening. All fabricated structural steel shall be painted with epoxy protective paint of approved make minimum 2 coats and 150 micron dry film thickness of approved colour after surface preparation by sand blasting. Notes : (1) All fabrication including welding shall be carried out in the factory only and no site fabrication will be permitted. (2) Detailed design and Drawings , shop drawings shall be prepared by the contractor through specialised pre engineered building agency/ experienced consultant and submitted for approval and detailed design report, Loading details / reactions shall be given for design assesment. (3) Conceptual aesthetically pleasing supporting system shall be worked out and submitted for approval before proceeding detailed design.

Supplying, fabricating, testing, transporting, handling and erecting at required positions and levels metal roofing and canopy roofing including flashings and insulation etc. as per approved drawings and design complete as directed by the Engineer-in-charge including all consumables comprising of the following: Double skin insulated standing seam roofing system - comprising of 0.50 mm thick colour coated / bare Al-Zinc Alloy coated steel 0.50 mm with overall width of 400 to 500mm by seaming by using mechanized "Zip" technology for 100% water tightness on outer face and 0.50 mm thick inner linear sheet with galvalume sheet profile and physical material properties as specified. These sheets shall be fixed on specially reinforced polyamide or acetylyte anti friction di electric brackets at every location for permitting unhindered, free sheet movement at all required locations. The profile shall have a special in built drainage joint at side laps to make it fully watertight even in fully submerged condition. It shall have overall depth of 100 mm from horizontal after fixing . The side laps shall be of interlocking type without requirement of any mechanical seamer. Insulation : This shall be comprising of two layers of rockwool insulation each of 50 mm thick with density of 48 kg / Cu. M. Sub Grit (Top Hat) 1.5 mm thick Galvanised steel hat section fixed to main purlins, above first layer of insulation, to support the aluminium sheets. Inner linear sheet of 0.50 mm nominal TCT of physical material properties as specified. Vapour Control layer : The vapour contol layer to reduce the movement of water vapour from inside the building through the roof construction to reduce the risk of condensation shall consists of 3 layer membrane to be laid continuous across its surface shall be fully sealed at laps, perimeters, penetrations to ensure effectiveness & aluminium foil of 0.50mm thick laid over insulation board.

Providing and fixing precoated Galvalume roofing accessories using self drilling / self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete.

Roofing accessories of Galvalume sheet up to 600 mm total width for ridges, gutters, aprons and flashings

Designing, fabricating, providing & fixing featured non metallic entry gate (approx. size : 4.1m W x 4 m H x 1.6 m D) system as per approved details in combination of GRP column in geometrical shape of having projection of 1100 mm for the portion projected beyond the pitching for mural tree climbing system to the required profile, shape & size as per the detailing. The approx. width of gate is 4.10 m and approx. height of gate is 4 m etc. complete as per specfication, drawings & as directed by EIC. Note: (1) Design report and detailed drawing to be submitted to EIC for prior approval before start of work. The attached drawing(s) are indicative only, for reference of bidder(s). (2) It shall satisfy the following technical parameters : Glass Content : Min 60% MOC : U.V. Resistant, Non-Corrosive, Light Weight & High strength non-metalic GRP material Colour : lvory Colour/White Colour U.V.Resistant : The GRP material shall be type tested for weathering as per ASTM D2565 for min.1500 Hours with testing Tensile & Flexural strength which shall not reduce by more than 15% after UV exposure. Tensile Strength Min. 300N/mm2 as per ASTM D638. Flexural Strength Min. 300N/mm2 as per ASTM D790. Note : Tentative / suggested make for guidance of bidder(s) - M/s Ercon Composites

Designing, fabricating, providing & fixing GRP Pergola of Size (approx. size : 32.5m Lx 2.8m W x 3.05m H) of approved design of including all the fixing arrangment, labour, material etc. complete as per specfication, drawings & as directed by EIC. Note: (1) Design report and detailed drawing to be submitted to EIC for prior approval before start of work. The attached drawing(s) are indicative only, for reference of bidder(s). (2) It shall satisfy the following technical parameters : Glass Content : Min 60% MOC : U.V. Resistant, Non-Corrosive, Light Weight & High strength non-metalic GRP material Colour : lvory Colour/White Colour U.V.Resistant : The GRP material shall be type tested for weathering as per ASTM D2565 for min.1500 Hours with testing Tensile & Flexural strength which shall not reduce by more than 15% after UV exposure. Tensile Strength Min. 300N/mm2 as per ASTM D638. Flexural Strength Min. 300N/mm2 as per ASTM D790. Note : Tentative / suggested make for guidance of bidder(s) - M/s Ercon Composites

Designing, fabricating, providing & fixing GRP bridge of given span having approx. width of 1.50 m & approx. height of 1.2 m; including all the fixing arrangment, labour, material etc. complete as per specfication,drawings & as directed by EIC. Note : (1) Design report and detailed drawing to be submitted to EIC for prior approval before start of work. The attached drawing(s) are indicative only, for reference of bidder(s). (2) It shall satisfy the following technical parameters : Glass Content : Min 60% MOC : U.V. Resistant, Non-Corrosive, Light Weight & High strength non-metalic GRP material Colour : lvory Colour/White Colour U.V.Resistant : The GRP material shall be type tested for weathering as per ASTM D2565 for min.1500 Hours with testing Tensile & Flexural strength which shall not reduce by more than 15% after UV exposure. Tensile Strength Min. 300N/mm2 as per ASTM D638. Flexural Strength Min. 300N/mm2 as per ASTM D790. (3) Minimum Design Load :1000kg Note : Tentative / suggested make for guidance of bidder(s) - M/s Ercon Composites

GRP bridge having span of 2.1 m

GRP bridge having span of 8 m

SUNIL CONSTRUCTION