Development work at the existing Port Office situated PTS No. 58/1 and the surrounding area Near Jetty, Moti Daman.(2nd Call)

Items :

EARTHWORKS-Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle.

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

Providing material and labour for 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.

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.

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

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 of specified capacity (batch mix 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 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, 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. Rate is excluding the cost of shuttering & reinforcement. a) M35 grade of RCC

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

PQC M40 concrete:- Providing and laying in position 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 used in concrete, using coarse 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, spreading and compacting mechanically by using surface vibrators/ double beam screed board vibrator and needle vibrators and vacuum dewatering process and finally finished by floating & brooming with wire brush and finishing with required texture etc. and leveling to required slope/ camber, including steel form work with sturdy M.S. channel sections, including providing Separation membrane 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 and including cost for sealing all the joint by sealent and debonding tape as specified in IRC:15 chapter no.8, 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.

Boring in all sorts of strata, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-35 laying in position machine mixed, machine batch, machine vibrated design mix cement concrete for reinforced cement concrete work of specified grade using graded black trap stone aggregates of maximum 20mm nominal (down graded) size obtained from approved quarry including fine aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability shall be followed as per approved design mix and latest IS 456 (whichever is higher) of specified diameter and length below pile cap, excluding the cost of steel reinforcement but including the cost of boring with 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)900mm Dia Pile

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 and other mechanical equipments, cutting down extra length not required etc. complete (The rate shall be inclusive for working in tidal conditions) for 900mm 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.

Rebaring : Providing material and labour for Drilling/ Cleaning hole and injecting grouting chemical with the help of dispenser, into a hole of dia 8mm and depth 120mm as per manufacturer/ structural consultant's specification and fixing rebar of the required diameter subsequently. Fixing methodology shall be followed as per manufacturer’s guidelines. Steel will be paid under relevant item. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consultant and in accordance with EOTA-TR-023/029 “guidelines for post installed rebar connections” for approval. Rate shall be inclusive of all material, labour, necessary scaffolding etc complete for all floors, all height as directed by engineer in charge.

Rebaring : Providing material and labour for Drilling/ Cleaning hole and injecting grouting chemical with the help of dispenser, into a hole of dia 10mm and depth 150mm as per manufacturer/ structural consultant's specification and fixing rebar of the required diameter subsequently. Fixing methodology shall be followed as per manufacturer’s guidelines. Steel will be paid under relevant item. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consultant and in accordance with EOTA-TR-023/029 “guidelines for post installed rebar connections” for approval. Rate shall be inclusive of all material, labour, necessary scaffolding etc complete for all floors, all height as directed by engineer in charge.

Rebaring : Providing material and labour for Drilling/ Cleaning hole and injecting grouting chemical with the help of dispenser, into a hole of dia 12mm and depth 180mm as per manufacturer/ structural consultant's specification and fixing rebar of the required diameter subsequently. Fixing methodology shall be followed as per manufacturer’s guidelines. Steel will be paid under relevant item. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consultant and in accordance with EOTA-TR-023/029 “guidelines for post installed rebar connections” for approval. Rate shall be inclusive of all material, labour, necessary scaffolding etc complete for all floors, all height as directed by engineer in charge.

Rebaring : Providing material and labour for Drilling/ Cleaning hole and injecting grouting chemical with the help of dispenser, into a hole of dia 16mm and depth 240mm as per manufacturer/ structural consultant's specification and fixing rebar of the required diameter subsequently. Fixing methodology shall be followed as per manufacturer’s guidelines. Steel will be paid under relevant item. Manufacture to submit Rebar Depth Calculation based on design loads & other parameters as provided by consultant and in accordance with EOTA-TR-023/029 “guidelines for post installed rebar connections” for approval. Rate shall be inclusive of all material, labour, necessary scaffolding etc complete for all floors, all height as directed by 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.

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. d) For bollard

e) For other Elements: Parapet with coping etc.

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. II) In Superstructure above plinth level

FLOORING WORKS-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 1:6 laid and jointed with grey cement etc complete as per approved sample by Architect, drawings and instruction of EIC for at all floors/ all levels/ all heights and all shapes. The rate includes machine cut edges of uniform thickness, curing, finishing, Fill joint with epoxy 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 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.

PAINTING WORKS-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

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

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

GENERAL DEVELOPMENT WORKS-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 750mm x 750mm and recesse depth UPTO 1500 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.

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 - 0.90Mt x 0.90Mt x 0.065mt including transporting, fixing etc. complete. The rate shall also include for erecting and fixing the pieces in position as shown in the drawing with necessary equipments without any demage. (Sample to be approved)

Garden Soil Filling

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

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

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)

Light Fixtures -Supplying, erecting, connecting, testing and commissioning of Following type Light Fixture with all necessary Hardware, Internal Wiring with Lamp, Ballast etc. all required accessories Complete in all respect. Cost includes wiring from outlet point to light fixtures and also wiring from first light fixtures to second light fixtures wherever provided on back to back (touching each other) arrangements. Any kind of light fixture Type - Bwith LED fixture with basic rate of Rs 5000/- ( up to 7000)

Any kind of light fixture Type - C with LED fixture with basic rate of Rs 7000/- ( UP TO 10000)

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 .

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

Supply & installation of Post top light pole with complete with base plate and as per required fixture mounting with foundation as per requirement complete in all respect as per drawing. Junction box shall be in concealed manner (inside the pole) with 1 no 6A SP mcb. 6 way 16A Connector strip suitable to terminate armoured cables. Adequate size cutout with opeanable hinged door should be provided on pole with necessary gasket to ensure water tight arrangement for pulling cables and installation of mcb, connectors etc, complete in all respect as per requirement & attached drawing and instruction of engineer in charge. Scope also includes necessary foundation, earthing, cable entry pipes, 3 core round flexible wire from junction box to light fixture, preparation of SLD, provision of electric cables from the source and its distribution etc,. A) Approx 4.0 Mtr long, post top Light pole Type - A with basic rate of Rs. 42,000/- for Post top light pole

Any kind of External light fixture Type - A with Basic rate of Rs 15,000/- (up to Rs. 18,500/-)

The Underwater power supply 250 24V/01. It shall be fully potted power supply.24V DC underwater power supply with high efficiency and simple installation,Waterproof connectors with 4 ports (IP 68 rated). Per port max 80 watt power shall be dispensed and total power supply output shall not be less than 240 watts. The devices connected to the four slots shall not require any wiring and guarantee a safe and long-lasting functioning under water.

FLAG HOISTING POLE-Supply, installation, Testing and commissioning of Flag Pole including Electro-Mechanical Winch and complete assembly as per standardnorms and dynamic load testing and structural assembly including wind loads.Height-Up to 15 mtr. Basic rate -2,00,000 (up to-3,50,000)

M.S.ENTERPRISES

M/s Piyush enterprises

API CIVILCON PVT LTD