Construction of Berth and Car Parking Yard

Amount

Positioning and setting piling equipment Positioning and setting upon and/or shifting and setting up piling equipment required for piling work at each piling locations for 1200mm diameter piles as shown in the drawing and or as directed including all labour, materials, fuel, tools, equipments etc., complete

Liners Liners Supplying, fabricating, delivering to the site cylindrical M.S welded liners to a minimum depth as shown in approved construction drawings below existing ground including providing additional stiffener plates 12mm thick, 1000mm high as shown in the drawing for cast in-situ piles including lowering & pitching the fabricated liners in position, driving the liners below sea bed level through all types of soil upto refusal minimum depth as shown indrawing whichever is higher, fixing the liners in position including necessary lateral bracings etc. for stability until completion of all deck works etc. including gas cutting, bending, welding at yard & site, transporting, driving of liners, all labour, materials, tools, equipment, fuel etc., complete. Note: 1. The stiffener shall be measured under this item. 2. In case the soil strata found to be not good in the founding level of the liner, extra depth may be provided as per site condition as directed by the Engineer / Engineer’s representative. 3. Wastage shall not be paid. 4. Only length of liner from bottom of the driven length upto cutoff level will be paid.

Boring Boring for the 1200mm diameter piles to the required depth through all types of soil strata including cemented sand, boulder layers and hard rock if any up to the founding level and stacking the bored soil at convenient place and transported to the low lying area any where inside the harbour area within a lead of 4 Km as directed by the Engineer’s representative and pile shaft cleaning and keeping of all records etc., including bentonite slurry, labour, tools, equipment, fuel etc., all as per drawing, specification etc., complete Note: 1. If the boring tool encounters rock at an elevation higher than the termination level of the pile indicated in the drawing, then the boring shall be continued one metre into the rock from where the boring tool encounters rock first 2. In case the soil stratum at the founding level is loose, the Engineer or his representative may direct the contractor to carryout additional length of boring and payment for such additional work shall also be made under this item. 3. The sample of bored materials at regular interval shall be collected and produced for the verification of the Engineer or his representative at no extra cost. In the event of any dispute about the type of strata bored, the samples so collected shall be referred to an authorised laboratory / agency indentified by the Engineer and the decision of such authorised laboratory / agency is final and binding on both the parties. However the cost of such testing shall be borne by the contractor.

Boring through all type of soil strata including cemented sand strata except rubble layer and hard rock.

Boring through Rubble layer

Boring through Rock strata

Reinforcement for Piles Supplying, fabricating and placing of CRS Fe 500 grade steel for piles reinforcement cage in piles including cutting, bending, welding, binding, with binding wire, positioning of pile reinforcements from founding level up to protection of reinforcement bars above pile cut off level in to deck beams with adequate lapping lengths all as per drawing, technical specifications and including all labour, materials, tools transport, cage lowering, equipment, fuel etc., complete. Note: Provision of authorised lapping, hooking arrangements etc., as per the approved bar bending schedule shall also be measured and paid under this item.

In Situ Concrete for Piles Construction of cast-in-situ Concrete Piles Supply, deliver, transport to site and place by tremie or approved methods including compacting, curing etc. of M40 grade concrete in cast in situ piles, for the whole length of the pile, from the founding level up to cut-off level, including casting the pile at least 600 mm above the specified cut-off level and cutting the M.S liner at specified level and clearing reinforcement of pile for lapping in deck slab as per drawing and specifications including the bentonite slurry including all sampling testing and records and all labour, materials, tools, equipment, fuel, etc., complete.

Dressing of Pile Muffs Dressing of Pile Head Chipping of pile heads up to cut-off level and /or as directed and stacking the debris at convenient place and transported to the low lying area any where inside the harbour with in a lead of 4Km or as directed by the Engineer’s representative and all associated cleaning of projecting reinforcements including all labour, materials, tools, equipment, fuel etc., complete.

Pre cast concrete for Pile muffs Supply, deliver, transport to site and place of M40 grade concrete in precast pile muffs, including all sampling, necessary shuttering/formwork, mixing, transporting, handling, placing, vibrating, curing of concrete, testing and maintaining records including all labour, materials, tools, equipment, fuel etc., complete. Note: Supply and fabrication of steel reinforcement shall be measured and paid under relevant item.

Insitu concrete for Pile muffs Supply, deliver, transport to site and place of M40 grade concrete for in-situ pile muffs including all sampling, necessary shuttering/formwork, mixing, transporting, placing, vibrating, curing of concrete, testing and maintaining records including all labour, materials, tools, equipment ,fuel etc., complete. Note: Supply, fabrication of steel reinforcement shall be measured and paid under relevant item.

Reinforcement for Pile Muffs Supplying, fabricating and placing of CRS Fe 500 grade steel reinforcement of all diameter for pile muff including cutting, bending, welding, binding, with binding wire, positioning of reinforcement for pile muff all as per drawing, technical specifications and including all labour, materials, tools transport, cage lowering, equipment, fuel etc., complete.

Pile Test Initial Vertical Pile load test Supply necessary Kent ledge and perform vertical initial load test on the marine pile of 1200mm diameter according to the specifications and as directed by the Engineer’s representative all as per relevant IS 2911 code, etc., complete. Note: 1. The tenderer shall furnish details of the load testing method he proposes to adopt. 2. The test load shall be furnished before conducting the test for 1200mm diameter pile. 3. Test shall be done initially at the ground level and soil upto 0.0 CD shall be removed. The test results shall be re-calibrated to the actual pile depth from -16m to penetration or as the case may be as per cross section.

Routine Dynamic Pile Tests Supply necessary equipment and perform routine dynamic load test on the marine piles according to the specifications and as directed by the Engineer’s representative all as per relevant IS codes, etc., complete. Note: 1. The tenderer shall furnish details of the load testing method he proposes to adopt. 2. The pile shall be extended by at least 2m beyond the cut-off level prior to conducting the test and shall be chipped and removed after the test is completed. 3.Test shall be done initially at the ground level and soil upto 0.0 CD shall be removed. The test results shall be re-calibrated to the actual pile depth from -16m to penetration or as the case may be as per cross section.

Diaphragm Wall

Guide wall for Diaphragm Wall Providing and laying cement concrete of grade M30 for guide walls for the construction of diaphragm wall including excavation necessary shuttering/formwork, mixing, transporting, placing, vibrating, curing of concrete, all sampling, testing and maintaining records including all labour, materials, tools, equipment ,fuel etc., complete

Construction of diaphragm wall Excavation of 1200 mm wide trench in all types soil strata of including cemented sand, boulder layers and hard rock if any up to the founding level as shown in approved construction drawings and stacking the bored soil at convenient place and transported to the low lying area anywhere inside the harbour area within a lead of 4 Km as directed by the Engineer’s representative for construction of diaphragm wall including chiselling of concrete at stop ends and injecting as per details in specification and drawings including bentonite slurry, circulation, all labour, equipment and machinery for excavation, dewatering, bentonite slurry flush pump and water pump, higher charge current consumption, charges for the reinforcement welding, placing and lowering of the reinforcement etc., as required all complete as specified / directed by the Engineer / Engineer's representative and as per IS 9559-1980. Note: 1. The payment will be made for one vertical face area only. 2. The rate includes all works associated with under water inspection, photography, video to identify the defects if any on the sea side of the diaphragm wall and submit the report to the Engineer. Further, the defects if any shall be rectified immediately including under water work as directed by the Engineer / Engineer's representative. 3. Contractor shall provide electronic equipment to monitor the deflection of the diaphragm wall for three months after the dredging is completed and provide weekly report.

Concreting for Diaphragm wall Providing and laying M40 grade cast-in situ reinforced cement concrete work in 1200 mm thick diaphragm wall at all depths from ground level to founding level as shown in approved construction drawings by tremie pipe using graded stone aggregate of 20 mm nominal size and 428 Kg/Cum minimum cement content and having slump compacting as per specification and direction of Engineer in-charge and including tremie up to cut off / trimmed level inclusive of all labour equipment materials except reinforcement complete in all respects as per IS 9559-1980 specification, drawing and direction of Engineer or Engineer's representative. Note : Concreting of diaphragm walls shall include additional height of 600 mm above the diaphragm wall cutoff level.

Reinforcement for Diaphragm wall Supplying, fabricating and placing of CRS Fe 500 grade steel for diaphragm wall, guide wall etc., including cutting, bending, welding, binding wire all as per technical specification, drawing, including all labour, materials tools, equipment, fuel and all sampling, testing and records etc., complete

Concrete Integrity Tests Supply necessary equipment and perform concrete integrity test on the diaphragm walls according to the specifications and as directed by the Engineer’s representative all as per relevant IS codes, etc., complete. Note: 1. The tenderer shall furnish details of the testing method he proposes to adopt.

Dressing of Diaphragm wall Chipping of diaphragm wall heads up to cut-off level and /or as directed and stacking the debris at convenient place and transported to the low lying area anywhere inside the harbour with in a lead of 4Km or as directed by the Engineer’s representative and all associated cleaning of projecting reinforcements including all labour, materials, tools, equipment, fuel etc., complete.

Description of Work / Item(s)

Amount

Earth work excavation in ordinary soil, sand, clay mixed, small boulders, debris, rubbish etc. as existing at site of work for column and plinth beam foundation dressing of sides, ramming of bottom, all as specified under relevant schedules, drawings including depositing the excavated materials within a lead of 50 m for re-transportation as directed including all labour, shoring, strutting and dewatering wherever necessary transport, tools, tackles, equipment, fuel, etc., complete.

Providing and laying plain cement concrete of mix 1:4:8 in volumetric proportions (1 cement: 4 coarse river sand: 8 graded hard granite stone aggregate of 40 mm nominal size) for levelling course in foundations all as per specification, drawings and as directed includingshuttering, mixing, transporting, placing, consolidating, by ramming, curing, dewatering if any., etc including all labour, material, equipments, tools, fuel etc. complete.

Providing and laying in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works such as Column footings and Column pedestal below Ground level and all work up to plinth level as per relevant specifications, drawings and as directed including shuttering, mixing, transporting, placing, vibrating, curing, dewatering if any including all labour, material, equipments, tools, plants, fuel, etc. complete.

Providing and laying in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works such as columns above plinth level up to floor level, Waist slab beam as per relevant specifications, drawings and as directed including shuttering, mixing, transporting, placing, vibrating, curing, dewatering if any including all labour, material, equipments, tools, plants, fuel, etc. complete.

Providing and laying in-situ reinforced cement concrete of mix 1:1.5:3 (1 Cement: 1.5 Coarse river sand: 3 stone graded aggregate 20mm graded metal) for RCC works, including the cost of centering, shuttering, and reinforcement. The coarse aggregate being the hard granite stone graded aggregate of 20 mm metal and the fine aggregate being the coarse river sand for work in Roof beams, suspended floors, roofs, landings, balconies, shelves, staircases, lintel, sunshade etc. up to floor five level including shuttering, mixing, transporting, placing, vibrating, shuttering, curing, dewatering if any including all labour, material, equipments, tools, plants, fuel, all as per specifications, drawings and as directed etc. complete.

Refilling with the available excavated earth (excluding boulders, rubbish, debris etc.,) in basement, sides of foundation etc., in layers not exceeding 200 mm. thick consolidating the deposited earth in layers by watering and ramming including all labour, tools, equipment, all as per specifications, drawings and as directed etc., complete.

Brick work using good quality well burnt stock bricks in cement mortar 1:5 (1 Cement : 5 Coarse river sand) in super structure above plinth level up to floor level, for walls, steps, including tools, equipments, scaffolding, curing all as per specifications, drawings and as directed, etc. complete.

Brick on edge using good quality well burnt stock bricks in cement mortar 1:3 (1 Cement : 3 Coarse rive sand) for staircase handrails up to floor level including all labour, tools, equipments, scaffolding, curing all as per specifications, drawings and as directed etc., complete.

Preparing the RCC members and plastering in cement mortar 1:3 (1 Cement : 3 Fine river sand), 10-12mm thick to the required finish with a floating coat of neat cement including cost of placing, all lead, lift, labours, curing, tools, plants, equipments, scaffolding all as per specifications, drawings and as directed etc complete.

Preparing the brickwork and plastering in cement mortar 1:5 (1 Cement : 5 Fine sand), 12-15mm thick to the required finish, including cost of placing, all lead, lift, labours, curing, tools, plant, equipment, scaffolding all as per specification, drawing and as directed etc. complete.

Supplying Providing, fabricating and fixing anodised aluminum sections with 15 microns thick anodisation for doors, windows, ventilators with extruded built up standard tubular sections of approved make to be fixed with plugs and screws of with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions at top and sides with required PVC / neoprene felt etc. aluminum section shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat and angle, aluminum snap beading for glazing / paneling C.P . Brass / Stainless steel screws including all labour, tools, equipments, scaffolding, materials all as per specifications, drawings and as directed etc., complete. Note: Aluminium sections shall be smooth, rust-free, straight, mitered and jointed mechanically wherever required. Aluminium sections should get approved by the Engineer.

Providing and fixing glazing of 5mm/4mm thick/or the nearest size available in the market, glass paneling in aluminum door /window, ventilator with PVC/ neoprene gasket including all labour, materials, tools equipment all as per specification, drawing and as directed etc., complete.

Providing and fixing 8 mm thick/or the nearest size available in the market pre laminated particle boards of approved manufacturer flat pressed or graded wood particle board in paneling fixed in aluminum door, partition frames with C.P brass / stainless screws etc., including all labour, materials, tools equipment, all as per specifications, drawings and as directed etc., complete. Note: The actual area of glass provided alone will be measured for payment purpose.

Providing cement concrete flooring in CM 1:3, (1 Cement : 3 Fine river sand) 20mm thick finished with a neat floating coat of cement punning including all labour, materials, equipments, tools, all as per specification, drawing and as directed etc. Complete.

Preparing and plastering the top surface of the roof slab cement mortar 1:3 (1Cement:3 fine river sand) 20mm thick mixed with water proofing admixtures (Fosroc, CICO, PERMA, Dr. FIXIT) available in the market as per the manufacturers specifications and compositions with required slope to drain the water freely and to the required finish curing etc including all labour, materials, tools, equipments all as per specifications, drawings and as directed etc. complete.

Colour washing with two coats of cement paint of approved make and quality from a standard manufacturer over one coat of primer over the new plastered surface including all labour, tools, equipment, scaffolding, materials all as per specification, drawing and as directed etc., complete.

Preparing the surfaces, providing and finishing the ceiling, bottom of sunshades and wherever required with two coats of white. Cement paint of approved quality to give an even shade, curing, scaffolding etc., including all labour, materials, brushes, etc., complete.

Supplying transporting, fabricating, cutting, bending and tying and placing in position TMT Fe 500D bars steel reinforcement bars for RCC works including tying with 1.25 mm dia black annealed binding wire all material including the cost of steel reinforcement, binding wire all handling, labour, lifting, tools, equipments, scaffolding all as per specifications, drawings and as directed etc. complete.

Description of Work / Item(s)

Amount

Earth work excavation in ordinary soil, sand, clay mixed with roots,boulders, (weighing individually less than 250 kg), debris,rubbish etc.as existing at site of work for foundation dressing of sides, ramming of bottom, all as specified under relevant schedules, drawings including depositing the excavated materials withinalead of 50m for re-transportation as directed including all labour,shoring, strutting and dewatering wherever necessary transport, tools, tackles, equipment, fuel, etc., complete

Providing and laying plain cement concrete of mix 1:4:8 in volumetric proportions (1 cement: 4 coarse river sand: 8 graded hard granite stone aggregate of 40 mm nominal size) for levelling course in foundations all as per specification, drawings and as directed includingmixing, transporting, placing, consolidating, by ramming, curing, shuttering, dewatering if any., etc including all labour, material, equipments, tools, fuel etc. complete.

Providing and Placing insitu-cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works such as Column footings and Column pedestal below Ground level all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing, dewatering if any including all labour, material,equip-ments, tools, plants, fuel, etc. complete. Note: Supply, Fabrication and Placing the reinforcement for the work shall be measured separately under relevant items of this schedule

Column footings

Column below Plinth beam level

Providing and Placing insitu- cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C Column above plinth Beam level all as per relevant specifications, drawings and as directed including ixing,transporting, placing,vibrating, shuttering, curing and finishing the exposedsurfaces with C.M. 1:3, 6 to 10 mm thick including all labour, material, equipments, tools, plants, fuel, etc.complete. Note: Supply, Fabrication and Placing the reinforcement for the work shall be measured separatelys. P under relevant items of this schedule

Column above plinth beam level up to Ground Floor Roof level.

Column above Ground Floor roof level up to First Floor Roof level..

Column above First Floor roof level up to Second Floor Roof level..

Column above Second Floor roof level in staircase head room.

Refilling with available excavated earth (excluding boulder, rubbish, debris, other deleterious material etc.,) in sides of foundation etc., in layers not exceeding 20 cms. Thickness all as per the details shown in the drawings, specified in the relevant schedules and as directed consolidating the deposited earth in layers by watering and ramming including all labour, tools, equipment, etc., complete.

Providing and laying Cement concrete in mix 1:1.5:3 in volumetric proportions (1 Cement : 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for RCC in plinth beam all as per the details shown in the drawings , specified in the relevantschedules and as directed including centering, shuttering, scaffolding, mixing, transporting, placing,vibrating, curing including all labour, materials, tools, equipments, etc, complete. Note: Supply, Fabrication and Placing the reinforcement for the work shall be measured separately under relevant items of this schedule

Brick work using bricks of class designation 50 in cement mortar 1:5 (1 Cement : 5 Coarse river sand) for foundation and basement all as per the details shown in the drawings and as specified in the relevant schedules and as directed, including, curing, all labour, materials, tools, equipments etc., complete.

Refilling with available excavated earth (excluding boulder, rubbish, debris, other deleterious material etc.,) in basement, all as per the details shown in the drawings, specified in the relevant schedules and as directed in layers not exceeding 20cms. thickness consolidating the deposited earth in layers by watering and ramming including all labour, tools, equipment, etc., complete.

Supplying and filling with river sand in basement to a thickness of 100 mm, all as per the details shown in the drawings specified in the relevant schedules and as directed including watering, consolidating, labour, materials, tools, equipments etc., complete.

Providing and laying plain cement concrete of mix1:4:8 in volumetric proportion (1 Cement: 4 coarse river sand: 8 graded hard granite stone aggregate of 40mm nominal size) 100 mm thick in base course for flooring / bed concrete all as per the details shown in the drawings, specified in the relevant schedules and as directed including mixing, transporting, placing, ramming consolidating, curing, including all materials,labour, etc., complete.

Brick work using bricks of class designation 50 in cement mortar 1:5 (1 Cement : 5 Coarse river sand) in superstructure walls, parapets etc., all as per the details shown in the drawings and specified in the relevant schedules and as directed including scaffolding, curingall labour, materials, tools, equipments etc., complete.

Ground Floor

First Floor

Second floor

Stair case head Room & Parapet wall

Half brick work using bricks of class designation 50 in cement mortar 1:4 (1 Cement: 4 Coarse river sand) in partition walls etc., all as per the details shown in the drawings and specified in the relevant schedules and asdirected including scaffolding, all labour, materials, curing, etc., complete

Ground Floor

First Floor

Second floor

Providing and laying Cement concrete in mix 1:1.5:3 in volumetric proportions (1 Cement : 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for RCC in lintels all as per the details shown in the drawings , specified in the relevant schedules and as directed including cantering,shuttering, scaffolding, mixing, transporting, placing, vibrating, finishing all the exposed surface of the concrete members with C.M.1:3 ( 1 Cement : 3 fine river sand) to a thickness of 6 to 10 mm all as directed,curing including all labour, materials, tools,equipments, etc.,complete Note: Supply, Fabrication and Placing the reinforcement for the work shall be measured separately under relevant items of this schedule

Ground Floor

First Floor

second floor

Stair Case Head Room

Providing and laying cement concrete for RCC works in mix 1:1.5:3 in volumetric proportions (1 cement: 1.5coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for sunshade all as per the details shown in the drawings, as specified in the relevant schedules and as directed including centering, shuttering, scaffolding, mixing, transporting, placing,compacting, finishing all the exposed surface of the concrete members with C.M. 1:3 ( 1 Cement : 3 fine river sand) to a thickness of 6 mm to 10 mm as directed,curing including all labour, materials, tools, equipments etc.complete. Note: Supply, Fabrication and Placing the reinforcement for the work shall be measured separately under relevant items of this schedule

Ground Floor

First Floor

second floor

Stair case head Room

Providing and laying Cement concrete in mix 1:1.5:3 in volumetric proportions (1 Cement : 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for RCC in roof beams all as per the details shown in the drawings , specified in the relevant schedules and as directed including centering,shuttering, scaffolding, mixing, transporting, placing,vibrating, finishing all the exposed surface of the concrete members with C.M.1:3 ( 1 Cement : 3 fine river sand) to a tickness of 6 to 10 mm all as directed.curing including all labour, materials, tools, equipments, etc., complete Note: Supply, Fabrication and Placing the reinforcement for the work shall be measured separately under relevant items of this schedule

Ground Floor

First Floor

second floor

Stair case head Room

Providing and laying Cement concrete for RCC works in mix 1:1.5:3 in volumetric proportions (1 Cement: 1.5coarse river sand :3grade hard granite stone aggregate of 20 mm nominal size) for Roof slab all as per the details shown in the drawings and as directed specified in the relevant schedules including centering,shuttering,scaffolding,mixing, transporting, placing,vibrating all as directed, including curing all labour,materials, tools, equipments, etc., complete. Note: Supply, Fabrication and Placing the reinforcement for the work shall be measured separately under relevant items of this schedule

Ground Floor

First Floor

second floor

Stair case head Room

Providing and laying Cement concrete in mix 1:1.5:3 in volumetric proportions (1 Cement : 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for RCC waist slab and landing slab all as per the details shown in the drawings , specified in the relevant schedules and as directed including centering,shuttering, scaffolding, mixing, transporting, placing,vibrating, finishing all the exposed surface of theconcrete members with C.M.1:3 ( 1 Cement : 3 fine river sand) to a thickness of 6 to 10 mm all as directed,curing including all labour, materials, tools,equipments, etc., complete Note: Supply, Fabrication and Placing the reinforcement for the work shall be measured separately under relevant items of this schedule

Ground Floor

First Floor

Second Floor

Brick work using bricks of class designation 50 in cement mortar 1:3 ( 1 Cement : 3 Coarse river sand) in steps of staircase., all as per the details shown in the drawings and specified in the relevant schedules and as directed including scaffolding, curing all labour, materials, tools, equipments etc., complete

Ground Floor

First Floor

Second Floor

Preparing the surface of the ceiling and providing 6 mm to 10 mm thick plaster in cement mortar 1:3 (1 cement:3 fine river sand) to the required finish, curing including all labour, scaffolding, materials, tools,equipments, etc., complete.

Ground Floor roof slab

First Floor roof slab

Second Floor roof slab

Stair case head Room

Providing and fixing colour anodized aluminium sections for main frames of doors with extruded built up standard tubular and other sections of approved make JINDAL or INDAL or Equivalent make (with clear anodized aluminium coating minimum anodized 1 Kg coating of Grade AC 15) conforming to IS 1868 including supplying and fixing necessary accessories like anodized aluminium cleat angles, snap on beadings(clips) for glazing / panelling, C.P. brass screws, of approved quality wherever required to facilitate fixing of fittings and all as shown in the drawing and as directed including all materials, labour, tools,equipments, scaffolding, etc., complete. Note:Aluminium sections shall be smooth, rust-free, straight,mitered and jointed mechanically wherever required

Providing and fixing colour anodized aluminium sections for Shutter frames of doors with extruded built up standard tubular and other sections of approved make (INDAL or JINDAL or Equivalent make) with clear anodized aluminium coating (minimum anodized coating of Grade AC 15) conforming to IS 1868 including supplying and fixing necessary accessories like anodized aluminium cleat angles, snap on beadings (clips) for glazing / panelling, C.P. brass screws, anodised aluminium push plates 100mm wide both sides fixed with G.I. Bolts and nuts including necessary metal screws and concealed locking arrangements with woollen felt, of approved quality wherever required to facilitate fixing of fittings all as shown in the drawing and as directed including all materials, labour, tools, equipments etc., complete. Note : Aluminium sections shall be smooth, rust-free, straight, mitered and jointed mechanically wherever required

Providing and fixing colour anodized aluminium sections for Shutter Frames of SLIDING WINDOWS with extruded built up standard tubular and other sections of approved make (INDAL / JINDAL or equivalent make) with clear anodized aluminium coating (Minimum anodized coating of Grade AC 15) conforming to IS 1868 including supplying and fixing necessary accessories like C.P. brass screws, Handles, locking and sliding arrangements (PVC 1 Kg wheels) etc., all as shown in the drawing and as directed including all materials, labour, tools, equipments, scaffolding, transport, fuel, etc., complete. Note : Aluminium sections shall be smooth, rust-free, straight, mitered and jointed mechanically wherever required.

Supplying and fixing plain glass (Saint gobain (or) Modiguard make) of 5mm nominal thickness panels to partition / door / sliding window shutters / ventilators with all necessary accessories like PVC / Neoprene gasket etc., all as shown in the drawing and as directed including all materials, labour, tools, scaffolding, equipment, transport, fuel etc., complete. Note : The actual area of glass provided alone will be measured for payment purpose.

Supplying and fixing in position good quality pin headed / frosted glass of 5mm nominal thickness for fixed louvers of ventilators all as directed including all materials, labour, tools, scaffolding, equipment, transport, fuel etc., complete. Note : The actual area of glass provided alone will be measured for payment purpose.

Providing and fixing good quality single leaf factory made pvc rigid foam panelled doors(Manufactured byM/s Rajshri or equivalent) of approved section to suit the existing doors main frame to be secured to walls with steel screw of 100 mm long three nos. each side through the frame by using PVC fasteners and 30mm thick factory made PVC rigid foam panelled door shutter made from MS tubular frame of 19 gauge of 19x19mm(Styles) and 15x15mm (TOP and bottom rails) M.S. frame to be covered with heat moulded PVC “C” channel of 5mm thick sheet and 30x50mm wide to form styles and 5mm thick and 75mm wide PVC sheets for top rail, lock rail and bottom rail on either side and 5mm thick 20mm wide cross PVC sheets as gap insert for top rail and bottom rail, panelling of 5mm thick PVC sheet fitted in the M.S. frame welded/sealed to the styles and rails with 5x30mm PVC sheet beading on either side and jointed together with solvent cement adhesive etc., complete with suitable wooden infill packing in door shutter panels to facilitate fixing

Preparing the external and internal surfaces of walls including parapet and providing plaster in cement mortar 1:5 (1 cement : 5 fine river sand) 12 mm thick all as per the details shown in the drawings ,as specified in the relevant schedules and as directed to the required finish including forming grooves with thread as required, curing etc., including all labour, scaffolding, tools, materials, equipments, etc., complete.

Outside plastering

Inside plastering

Supplying and fixing colour anodised aluminium fittings in door according to IS 1868 (minimum anodized quoting of Grade AC 15) with necessary screws, etc., as directed including all materials, labour, tools, equipments, etc. complete.

Butt hinges 150mm with nylon washers

Tower Bolt 150mm long

"D'' Type handle 200mm long.

Aldrops 250 mm

Alu Hookes and eyes 150 mm long

Providing and laying first quality non-slippery type ceramic glazed floor tiles of size 300 x 300 mm or as directed and thickness not less than 7 mm conforming to IS 13755 of approved make like KAJARIA,SPARTEK, JOHNSON, NITCO, ORIENT, SOMANY or equivalent make in approved colours except white, ivory, grey, fume red brown shades and pattern for toilet area laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse river sand)including pointing the joints with white cement and matching pigment etc. all as per relevant specifications, drawings and as directed including all materials, labour, tools, etc., complete

Ground Floor

First Floor

Second Floor

Providing and laying first quality ceramic glazed printed wall tiles of size 300 x 200 mm or any other size and of thickness not less than 6 mm as approved by the Engineer’s representative of first quality conforming to IS 13755 of approved make like KAJARIA,SPARTEK, JOHNSON, NITCO, ORIENT, SOMANY or equivalent make, in colours, shades except white, ivory, grey, fume red brown for dadoing of walls in toilets and skirting of walls in hall, all as per details shown in the drawing using a floating coat of cement mortar of mix 1:3 (1 Cement: 3 fine river sand) when laid on the plastered surface of brick works including applying cement slurry and pointing in white cement with Colour pigments to match the Colour of tile including chamfering off the tiles at sills and jams,all as per relevant specifications, drawings and as directed including all materials, tools, labour, curing, equipments, scaffolding etc. complete.

Ground Floor

First Floor

Second Floor

Providing and laying first quality ceramic glazed floor tiles of size 300 x 300 mm or as directed and thickness not less than 7 mm conforming to IS 13755 of of approved make like KAJARIA,SPARTEK, JOHNSON, NITCO, ORIENT, SOMANY or equivalent make in approved colours except white, ivory, grey, fume red brown shades and pattern for other than toilet area laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse river sand)including pointing the joints with white cement and matching pigment etc. all as per relevant specifications, drawings and as directed including all materials, labour, tools, etc., complete

Ground Floor

First Floor

Second Floor

Providing and fixing precsat pressed cement tiles like Eurocon for staircase steps with half round edge nosing of about 20mm thick of approved make and quality,color,shade,feature and shape over including a 20mmthick base on CM 1:3 finished neatly to manufacturer’s specifications including all materials ,labour, tools ,etc., complete in stair case

Ground Floor

First Floor

Second Floor

Providing and fixing staircase railing made out of M.S square bars 20 x 20mm as vertical part 0.70m high fixed with M.S base plate of 40 x 40 x 6mm and flat iron 40 x 6mm as hand rail base plate with stainless steel pipe of 50mm dia complete in all respects as per specification, drawing as directed including all materials ,labour, tools etc., complete

M.S square bars , base plate & flat iron

Stainless steel pipe of 50mm dia for hand railing(Grade 304)

Providing weathering course for roof slab with lime concrete to an average thickness of 100 mm laid to falls and a minimum slope of 1 in 50 with 25 mm nominal size brick aggregate and 50% lime mortar 1:2 (1 Lime putty : 2 Surkhi) rammed and finished with gurand belgiri treatment complete including rounding off junctions of roof slab with parapet wall all as per the details shown in the drawings and as specified in the relevant schedules, and as required including all labour, materials, tools, equipments, etc., complete

Providing and laying over lime concrete terracing on roofs, one course of flat brick tiles of size 200 mm x 200 mm x 12 mm thickof sizes available in local market with thickness not less than 12 mm in C.M. 1:3 (1cement: 3 clean coarse river sand) mixed with 2% of integral water proofing compound by weight of cement over 12 mm layer of cement mortar 1:3 (1 cement: 3 fine river sand) and finished neat, all details as per specifications, drawings and as directed, including curing, all labour, materials, tools, equipments etc.,complete.

Providing and laying as flashing over lime concrete at junctions of roof slab with parapet wall, one course of flat brick tiles of minimum thickness 12 mm and size 200 mm x 200 mm or sizes available in local market fixed in C.M. 1:3 (1 cement: 3 clean coarse river sand) mixed with 2% of integral water proofing compound by weight of cement over 12 mm layer of cement mortar 1:3 (1 cement: 3 fine river sand) and finished neat, all details as per specifications, drawings and as directed including curing all labour, materials, tools, equipments etc., complete.

Providing and fixing on wall face unplasticised rigid PVC rain water pipes of dia 110 mm conforming to IS13592(latest version) including jointing with seal ring conforming to IS 5382(latest version), a leaving 10mm gap for thermal expansion, including necessary bends, shoes, specials etc., on wall surface with necessary PVC clamps including cutting pockets in masonry/concrete of size 100x100x100mm embedding the clamps in PCC 1:2:4 ( 1 cement: 2 coarse river sand : 4 graded hard granite stone aggregate of 20mm nominal size and making good the disturbed portions of wall and including joining the pipe with suitable adhesives all as per the drawing specifications and as directed including curing all labour, materials, tools, equipments, etc., complete.

Preparing the surfaces, providing and finishing the ceiling, bottom of sunshades and wherever required with three coats of white Cement paint of approved quality to give an even shade, curing, scaffolding etc., including all labour, materials, brushes, etc., complete

Ground floor

First floor

Second floor

Preparing the surfaces, providing and finishing the walls, parapets Sunshades etc., with two coats of colour cement paint of approved quality and Colour or combination of Colours to give an even shade, as approved by the Engineer or his representative, over one coat of white cement paint including curing, scaffolding, all labour, materials, brushes etc., complete.

Supplying, laying and linking Galvanized Iron water pipes of medium grade 'B' Class, 40 mm nominal bore pipe with necessary tees, bends, couplings, elbows, reducers, unions, etc., to alignment and levels as directed at depth not exceeding one metre below ground level including necessary earth work excavation,cutting, threading the pipes wherever necessary jointing, covering the pipes with approved quality tapes (justesen) painting the pipes with two coats of anticorrosive bitumastic paint, testing the pipe and joints, burying the pipes with excavated earth etc., all as per relevant schedules, specifications, drawings and as directed including all materials, labour, tools, tackles, equipments, etc. complete.

Supplying, laying and linking galvanized iron water supply pipes of medium grade ‘B’ Class with the required tees, bends, elbows, couplings, reducers, unions, etc., along the wall, including punching, cutting walls, as detailed below, threading of G.I.pipes and making good the disturbed portions, jointing the pipes including fixing the pipes on walls with M.S. special clamps/M.S. fasteners, suitably embedding in wall and painting the G.I. pipes and clamps with two coats of synthetic enamel paint of approved quality (for openplumbing) and making good the disturbed portions of the walls all as per relevant specifications and as directed, including testing the pipes and joints including all labour, materials, tools, equipments, etc., complete.

25 mm nominal bore

20mm nominal bore

Providing and fixing to the pipe lines best quality Gun metal gate valves including testing the valve and joints etc.,as specified and as directed including all labour ,materials, tools, equipments etc., complete

25 mm nominal bore

20 mm nominal bore

40 mm nominal bore

Providing and fixing white vitreous china water closet Squatting pan (Orissa pattern) of size 580 x 440 mm with integral type foot rest with 100 mm sand cast iron ‘P’ or ‘S’ trap, 10 litres low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS 7231 with all fittings and fixtures,complete, including cutting and making good the walls for ground and first floor wherever required as necessary, the closet and trap being fixed in brick jellycement concrete in and around closet and trap as required in mix 1:3:6 (1 cement: 3 coarse river sand : 6 brick aggregate 20 mm nominal size), painting the brackets with 2 coats of synthetic enamel paint with a coat of primer, providing PVC flush pipe in dia 40 or 32 mm all as per drawing, specifications and as directedincluding all labour, materials, accessories, equipments,tools, curing, etc., completetools, curing, etc., complete

Providing and fixing good quality CASCADE watercloset suite (of PARRYWARE CASCADE group Icolour ( HI-LITES Series) or equivalent) with 'P' or 'S' trap (to suit site condition) with matching seat cover, fixing with teak wood plugs etc., as per manufacturer'sspecifications all in sound working condition as directed including all materials, labour, tools,equipments etc., complete

Providing and fixing Chromium Plated brass Screwdown taps long body of nominal bore 15 mm to suit concealed water lines, C.P. wall flange including testing etc., all as per specifications for ground and first floor and as directed including all labour, tools, equipments, materials, etc., complete.

Providing and fixing white vitreous flat back wash hand basin of size 600 mm x450 mm with a 15 mm chromium plated brass pillar tap, with long neck chromium plated brass chain with rubber plug chromium plated waste coupling of approved standard pattern 32 mm dia, 15 mm dia PVC inlet connection bent to required shape, 15 mm C.P. angle valve stop cock, PVC waste pipe fitting 32 mm dia, a pair of cast iron brackets as available in market including painting the brackets etc., with two coats of synthetic enamel paint over one coat of primer cutting masonry and providing teak wood plug for fixing brackets and making good the disturbed portion etc., for ground and first floor all as per specifications and drawing and in sound working condition including all labour, tools,materials, equipments, etc., complete

Providing and fixing white vitreous china flat back urinal basin of size 430 x260x350 mm (with automatic flushing cistern) with standard flush pipe and C.P.brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required all as per drawing, specifications for ground and first floor and as directed including all labour, materials, accessories, equipments, tools, curing, etc., complete.

Providing and fixing on wall 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P.brass screws and washers for ground and first floor including all labour, materials, tools, equipments, etc., complete.

Providing, laying and linking to correct alignments and gradient unplasticised rigid PVC pipes conforming to IS 13592 including jointing with seal ring conforming toIS 5382 for soil waste and/or vent, pipes with necessary tees, bends, plain and with access cap, coupling, cowls, etc., cutting and jointing the pipes, punching masonry or concrete wherever necessary making good the disturbed portion etc., fixing to the walls with PVC clamps, making holes in walls/concrete surfaces, making good the damaged portions using P.C.C. 1:2:4 mix (1 Cement : 2 coarse river sand : 4 hard granite metal 12 mm size) including laying pipes including scaffolding, conveying the pipes to all floors, providing and fixing PVC pipe connections for joining outlet of sanitary ware and traps, testing all as per specifications,drawings and as directed including all labour, materials,tools, joints, equipments etc., complete.

50 mm dia PVC Pipe

75 mm dia PVC pipe

110 mm dia PVC Pipe

Providing, laying and linking to correct alignments and gradient unplasticised rigid PVC pipes conforming to IS 13592 including jointing with seal ring conforming to IS 5382 for soil waste and/or vent, pipes with necessary tees, bends, plain and with access cap, coupling, cowls,etc., cutting and jointing the pipes, punching masonry or concrete wherever necessary,s making good the disturbed portion etc., Laying below ground level with necessary earth work in soil as existing at site, refilling,disposal of surplus earth as directed making connection to the water Closets, gully traps, manholes, etc.,punching masonry making good the disturbed portions, jointing the pipes and specials with stiff mixtures of C.M. 1:1 ( 1 cement : 1 fine river sand) and all as perdrawings and specifications including all labour,materials, tools, testing, joints, equipments, etc., complete.conveying the pipes to all floors, providing and fixing PVC pipe connections for joining outlet of sanitary ware and traps, testing all as per specifications,drawings and as directed including all labour, materials,tools, joints, equipments etc., complete.

110 mm dia PVC Pipe

140 mm dia PVC Pipe

Constructing manhole of internal dimensions 900 x1200 x 900 mm with brick work in Cement mortar 1:4 (1 Cement: 4 Coarse river sand) 230 mm thick by using bricks of class designation 50, RCC cover slab 75 mm thick with 1:2:4 mix (1 Cement: 2 Coarse river sand: 4graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 Cement: 4 Coarseriver sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar1:3 (1 Cement : 3 fine river sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 Cement : 2 Coarse river sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement as per as specified below with necessary excavation in soil as existing at site, including shoring, shuttering as required refilling and disposal of surplus earth as directed, providing cast iron rungs of number as specified each weighing not less than 4.5 Kg. at uitable places in cement concrete1:3:6 (1 cement : 3 coarse river sand : 6 graded stone aggregate 20 mm nominal size) including painting the C.I. rungs with 2 coats of anti-corrosive paint, all as per drawing, specifications and as directed outside of the buildings including all labour, materials, tools, equipments, etc., complete.

Providing and fixing in position 100 mm x 100mm size stone ware gully trap with plain cement concrete of mix 1:5:10 (1 Cement: 5 coarse river sand: 10 hard granite stone aggregate 40 mm nominal size) 115 mm thickbrick wall in cement mortar 1:4 (1 Cement: 4 coarse river sand) including cast iron grating of suitable size including filling the space between the chamber walls and trap with C.C. of mix 1:5:10 (1 cement: 5 coarse river sand: 10 hard granite stone aggregate 40 mm nominal size) plastering the inner and exposed surfaces with cement mortar 1:3 ( 1 cement : 3 fine river sand) 12 mm thick as per specifications, providing 40 mm thick R.C.C. cover slab in mix 1:2:4 ( 1 cement: 2 coarse river sand : 4 stone aggregate of 12 mm size) of suitable size as per drawing fixed in PCC 1:2:4 ( 1cement : 2 coarse river sand : 4 hard granite stone aggregate 20 mm nominal size) over the side wallsincluding necessary excavation and backfilling etc., alllabour, tools, equipments, materials, etc., complete. Note: The rate is to include the cost of cutting themasonry to the required size for taking the stoneware pipe including making good the disturbed portion.

Providing and fixing in position 110 mm dia PVC floortrap with inlets and outlets from 50 mm dia to 110 mm dia including fabricating the extension piece as per site condition embedding the trap in the floor slab in cement concrete using 1:3:6 mix with 20 mm B.G. metal with suitable gradient making the joints water tight etc., all as per drawings and specifications providing and fixing 125 mm dia C.P. grating etc., including all labour,materials, equipments, tools, etc., complete.

Supplying, transporting and fabricating HYSD bars and/or M.S. Plain bars and placing in position as reinforcement for all RCC members, as shown in the drawing including all handling, cutting, bending andtying with 1.25mm dia black annealed binding wire including all materials and labour, lifting, tools, equipments, etc., complete

Construction of Brick Masonry Septic tank of inner dimension 8m X 4m X 2.35m in cement mortar 1:4( 1 cement : 4 coarse river sand),R.C.C cover slab of mix 1:1.5:3(1 cement : 1.5 coarse river sand : 3 graded hard granite stone aggregate of 20mm nominal size), base concrete of 1:4:8 mix(1 cement : 4 coarse river sand: 8 graded hard granite stone aggregate) inside plastering in CM 1:3( 1 cement : 3 coarse river sand)12mm thick, R.C.C vertical wall of 100mm thick in concrete 1:1:5:3 mix(1 cement : 1.5 coarse river sand : 3 graded hard granite stone aggregate of 20mm nominal size) including earthwork excavation, refilling the sides of the tank, providing C.I heavy duty man hole cover slab with frame including locking arrangements, including A.C vent pipe of 110mm dia,3m height with cowl, C.I rungs of 100mm wide etc complete all as per drawing, including all labour, scaffolding, shuttering, materials, tools, equipments etc., complete.

Earthwork excavation

PCC 1:4:8 for levelling course

Brickwork in CM 1:4 for side walls

Inner plastering in CM 1:3 12mm thick

R.C.C 1:1:5:3 for baffle walls

RCC 1:1.5:3 for Cover Slab

C.I heavy duty man hole cover slab with frame 610mmx 610 mm

A.C vent pipe of 110mm dia, 3m height with cowl

Construction of Brick Masonry water sump of inner dimension 4m X 3m X 2m in cement mortar 1:4( 1cement : 4 coarse river sand),R.C.C cover slab of mix 1:1.5:3(1 cement : 1.5 coarse river sand : 3 graded hardgranite stone aggregate of 20mm nominal size), baseconcrete of 1:4:8 mix(1 cement : 4 coarse river sand: 8graded hard granite stone aggregate) inside plastering in CM 1:3( 1 cement : 3 coarse river sand)12mm thick, including earthwork excavation, refilling the sides of the tank, providing C.I heavy duty man hole cover slab with frame including locking arrangements, etc complete all as per drawing, includingal llabour,scaffolding,shuttering,materials,tools,equipments etc., complete.

Earthwork excavation

PCC 1:4:8 for levelling course

Brickwork in CM 1:4 for side walls

Inner plastering in CM 1:3 12mm thick

R.C.C 1:1:5:3 for cover slab

C.I heavy duty man hole cover slab with frame 610mm x 610 mm

Supplying and fixing brass Mortice Locks with 6 levers with handles for doors (Godrej Combipack) or equivalent with keys and décor or Crystal handle sets, with necessary screws all as directed in sound working condition including all materials, labour, tools, equipment etc., complete.

Supplying , fabricating and fixing in position M.S.grills of approved pattern and design for windows, grill door with necessary M.S.pintels/ wall clamps being fixed to the masonry / concrete portion by cutting pocket 100 mm x 100 mm size and providing PCC of 1: 2: 4mix including painting one coat of red oxide primer making good the disturbed portion all as per relevant specification, drawings and as directed by including necessary cutting, welding, shaping etc., including all materials, labour, transportation, tools, equipment, scaffolding, fuel, brushes etc., complete. NOTE: 1. The weight of the M.S grill and accessories will be done at site using approved weighing scale in the presence of Engineer. Necessary charges for transport, weighment etc., will be borne by the contractor. 2. In case the specified M.S section is not available in the market, the nearest higher alternative may be used after approval of the Nodal officer.

Supplying and fixing Fancy towel rail in rest room, bath and wash basins 600 mm long with all fittings/ fixtures, screws, plugs etc., all as directed including all materials, labour tools, equipments etc., complete.

Preparing the newly steel members such as window grills etc., painting with two coats of synthetic enamel paint or equivalent paint of approved colour to give an even shade all as directed including all materials, labour, scaffolding, tools, equipments, brushes etc., complete.

Construction of soak pit with lining with internal dia 2.40 m and depth 2.45 m (approx.) including necessary earth work excavation, shoring, strutting etc., depositing of surplus earth to a lead of 50 m providing 300 mm thick outer casing of coarse sand and brick with mortar joints to the specified height and 230 mm thick brick chamber with dry joints, providing and fixing 110mm dia. PVC pipe inlet connection with bends etc., filling the inner surface of the pit with stone or brick aggregate including shuttering, mixing, transportation, placing, consolidating etc., forming earthen mould allround soak pit 150mm below the top of brick work all as per drawing and as directed at site of work, including all labour, cement and other materials, tools, dewatering, equipments etc., complete. NOTE: The rate is inclusive of dewatering if required while construction.

Providing bore wells of depth not more than 15 mts using unplasticised rigid PVC casing pipes of 110mm outer dia. (6 Kg/Sqm) of approved make, by drilling bore holes of 150mm dia by suitable methods in any soil such as sand, clay, sand and clay mixed with loam etc., but excluding in rocks with necessary slots for a length of 5 m from the bottom of casing pipe ( to act as a strainer pipe) with nylon net covering with end cap for bore or as directed packing the annular space in between casing pipe and bore hole with pebbles of suitable size as required including flushing and removing all foreign materials etc., jointing pipes with necessary specials, adhesives etc., as directed including all labour, materials, tools, fuel, machineries, bentonite solution and equipments such as drilling bore, compressor for cleaning drills etc., complete.

Providing and fixing 1 HP motor jet pump of approved make all as per manufacturer specifications and fixing the same in position with suitable starter all as directed including electrical connection, on/off switches wherever required and necessary wires, fuse carriers etc., all labour, materials, tools, equipiment etc., complete. Note: Payment will be made for this item only after completion of successful testing of pump & assured suction of water from the bore.

Supplying and fixing PVC circular water tank of approved make with 1500 litre capacity placing the tank on the terrace of the building over RCC slab all as per manufacture specifications and as directed including transporting the tank, labour and all other materials, scaffolding, tools, equipment etc., complete.

Description of Work / Item(s)

Amount

FOUNDATION FOR BERTH

DECK STRUCTURE FOR BERTH

WHARF ACCESSORIES

FORMATION OF BUND AND STONE PITCHING

HARDENING THE AREA BEHIND THE BERTH

CONSTRUCTION OF YARD FOR PARKING CARS AND TRUCKS BY PROVIDING PAVING BLOCKS AND PQC

CONSTRUCTION OF RCC STORM WATER DRAIN

CONSTRUCTION OF RCC CABLE CHASE

CONSTRUCTION OF COMPOUND WALL

CONSTRUCTION OF SECURITY WATCH TOWERS (2 nos)

EXTERNAL PLUMBINGCONSTRUCTION OF OFFICE BUILDING WORKS

Description of Work / Item(s)

Amount

Precast Cement Concrete Casting of precast cement concrete components such as beams/slabs etc. of grade M40 of various sizes as shown in the drawing and or any other size as directed to suit the site condition including shuttering / formwork, mixing, transporting, placing, vibrating, curing the concrete and all labour, materials, tools, equipment, fuel, all sampling, testing and records etc., complete. Note: 1. Supply and fabrication of steel reinforcement shall be measured and paid under relevant item of BOQ No: 2 2. Placing the precast units shall be measured and paid under relevant item of BOQ No:2

Main beams

Crane beams

Deck slab

Placing the precast elements Handling, transporting and placing of precast cement concrete components such as beams/slabs/trench cover slab etc., of varying sizes in position as specified in drawings and as directed including all operations, all labour, tools, tackles, plant & equipment fuel etc., complete.

Main beams

Crane beam

Deck slab

In-situ Concrete Providing and placing in-situ concrete of grade M40 for various components such as Beams /slabs /trench etc all as per drawing and or as directed by the Engineer including provision of shuttering, mixing, transporting ,placing, vibrating, curing the concrete including all labour, materials, tools, equipment, fuel and all sampling, testing and records etc., complete. Note: Supply, Fabrication of steel reinforcement shall be measured and paid under relevant item of BOQ No:2

Main beams

Crane beam

Deck slab

Pile muffs

Wearing Coat Providing and placing in-situ grade of M30 concrete as wearing coat over the deck slab of thickness 75mm with necessary slope for drainage, all as per drawings with necessary shuttering, mixing, transporting, placing, vibrating, finishing and curing the concrete including all labour, materials tools, equipment, fuel and all sampling, testing and records etc., complete

Reinforcement Supplying, fabricating and placing of CRS Fe 500 grade steel bars of all diameter for precast / in situ components of beams, slabs, etc., including lifting hooks for precast units and cutting, bending, welding, binding wire all as per technical specification, drawing, including all labour, materials tools, equipment, fuel and all sampling, testing and records etc., complete.

Lean -Concrete Providing and laying plain cement concrete of mix (1:4:8) in volumetric proportions using 20mm graded hard granite stone aggregate of 20 mm nominal size for sunken portion for the rail to be provided in future all as per the details shown in the drawings and specified relavent schedules or as directed including mixing, transportation, placing, vibrating, curing, shuttering etc., including all labour and materails, tools, equipments, fuel etc., complete.

Description of Work / Item(s)

Amount

150 T Capacity complete with anchor bolts etc.

100 T capacity complete with anchor bolts etc.

Ladder Supply, fabricate and fixing in position of hot dip galvanized ladders made up of MS plate/flat/bars with painting the ladder as per specification and rubbing strip at locations shown in the drawing, all as per specification and as directed at site of work, including all labour, materials, tools, equipments, fuel transport, curing etc., complete.

Ladder

Marine rubbing strip (300mm x 300 mm)

Mooring rings Supply, fabricate and fix in position M.S galvanized mooring rings of 32mm dia rod including provision of MS anchor bolts with ragged surface including painting the ring as per specification and as directed at site of work, including all labour, materials, tools, equipments, fuel, transport curing etc, complete

Safety chains Supplying, fabricating and fixing in position M.S galvanised safety chains of 12mm dia. Chain link, including painting the chain as per specification as per details shown in the drawing and as directed at site of work, including all labour, materials, tools, equipments, fuel, transport, curing etc., complete.

Expansion Joint Supplying and fixing in position pre joint filler in the expansion joints including fabricating and fixing in position of M.S. plates etc., all as per drawing and specification including all labour, materials, tools, equipments, etc., complete

M.S angles and Plate

Bituminous pad 25mm thick

Sealing compound Supplying and laying bitumen sealing compound of grade ‘ A’ conforming to IS 1834-1984 ( or its latest revision) for joints as per details shown in the drawing, painting the edges of the Joints with an approved primer all as specified and as directed including all labour, materials, tools equipment etc., complete

Supply, fabricate and fix in position M.S inserts consisting of MS flat in service trench for cable support all as directed at site of work including all labour, materials, tools, equipments, fuel, transport etc., and the rate to include galvanizing the fixtures and painting the exposed surfaces and the galvanizing thickness shall be not less than 80 microns

Description of Work / Item(s)

Amount

Soil Excavation Dredging the basin area in front of the RoRo cum GCB II as shown in the drawing upto a depth of -16m CD has been assigned in another contract. It is assumed that the soil below the deck of RoRo cum GCB II will form a natural slope. In case the soil collapse did not happen due to clayey material or other reasons, the same shall be removed by manual grabbing method from the deck with suitable machinery and transporting the dredged materials in the land fill area within the port with a lead of 4km by suitable method as directed by the Engineer including all labour, materials, tools, plants & equipments, fuel etc.,complete. Note: 1. No separate payment will be made to the contractor for Mobilization, demonization charges of equipment. The contractor shall include this charge in the bill of quantities. 2. The payment will be made for actual quantity of dredged material only. 3. The dredging quantity shall be measured in terms of pre & post survey.

Formation of Temporary Bund Formation of Temporary bund for construction of diaphragm wall by using the borrow materials upto a required height in the alignment by suitable method as shown in the drawing and as directed by the Engineer including all labour, materials, tools, plants & equipments, fuel etc., complete.

Geotextile Layer Supply, fabricate geotextile fabric as per specifications and placing in position between the piles along the slope, as shown in the drawing and as specified in relevant schedules or as directed at site of work, including all operations, handling, labour, materials, transport, fuel, tools, tackles, plants and equipment etc., complete. Note: 1. The contractor shall engage cranes of suitable boom length and capacity for easy handling. 2. The contractor shall engage skilled workmen for the work.

Stone Pitching Supply and Transport the stones consisting of 25% between 500 kg and 1000 kg and 75 % over 1000 kg and place them between the piles to form a slope, as shown in the drawing and as specified in relevant schedules or as directed at site of work, including all operations, handling, labour, materials, transport, fuel, tools, tackles, plants and equipments etc., complete. Note: 1. The contractor shall make own arrangements for transporting the required materials. 2. The contractor shall engage cranes of suitable boom length and capacity for easy handling. 3. The contractor shall engage skilled workmen for the work.

Gabions Laying of 9mm 4 strand PP Rope Flexible Gabions (un Tarred) with 150 mm aperture and size 3mx1mx1m including supply and filling the Gabion box with stones of minimum size no less than 200 kg in weight and 300mm in size as per specification.

Description of Work / Item(s)

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cmmeasured at a height of m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. as shown in the drawing and or as directed including all labour, materials, fuel, tools, equipments etc., complete

Earth work excavation up to 1.5 m depth in ordinary soil, sand, clay mixed with roots, debris, rubbish, scrap, boulders etc. as existing at site of work to form the base for pavement/ basement for retaining wall to required level including dressing of sides, ramming of bottom, all as per relevant specification and stacking the debris within a lead of 50 m for re-transportation and disposal including all labour, tools, equipment, plants, fuel etc., complete

Filling with available earth (excluding boulder, rubbish, debris, Ore, other deleterious material etc.,) in the pavement area , transporting the materials in nearby area within a lead of 500m all as per the details shown in the drawings, specified in the relevant schedules and as directed, deposited the earth including all labour, tools, equipment, etc., complete.

Preparation of sub-grade to the specified grade and camber, compaction with vibratory roller (80-100KN static weight) making good the undulations including excavating earth upto a depth of 22.5 cm. and disposal of surplus earth to a lead of 500 m. including hire and operational charges of roller, tools, plant etc., as required and as directed by the Engineer complete. All labour and materials.

Providing and laying plain cement concrete of mix 1:4:8 in volumetric proportions (1 cement: 4 coarse river sand: 8 graded hard granite stone aggregate of 40 mm nominal size) as base course for retaining wall and wherever required as shown in the drawings and specified in the relevant schedules and as directed by the Engineer's representative, including mixing, transporting, placing, consolidating by ramming, curing, shuttering, etc including all labour, material, equipments, tools, fuel, etc. complete.

Providing and placing in-situ concrete of grade M40 for various components such as side walls of retaining wall and cable trench etc all as per drawing and or as directed by the Engineer including provision of shuttering, mixing, transporting ,placing, vibrating, curing the concrete including all labour, materials, tools, equipment, fuel and all sampling, testing and records etc., including all labour, material, equipments, tools, fuel, etc. complete.

Casting of precast cement concrete for Drains / Cable chase slabs etc of grade M40 as shown in the drawing and or any other size as directed to suit the site condition including shuttering,/ formwork mixing, transporting& placing of concreting, vibrating, curing the concrete and all labour, materials, tools, equipment, fuel, all sampling, testing and records etc., Including all labour, material, equipments, tools, fuel, etc. complete.

Handling, transporting and placing of precast cement concrete cover slab of cable trench etc., in position as specified in drawings and as directed including all operations, all labour, tools, tackles, plant & equipments fuel etc., complete

Supplying, fabricating and placing of CRS, Fe500 grade steel bars for precast/ in situ components etc., including lifting hooks for precast units and cutting, bending, welding, binding wire all as per technical specification, drawing, including all labour, materials tools, equipment, fuel and all sampling, testing and records etc., including all labour, material, equipments, tools, fuel, etc. complete.

Providing and laying Granular Sub-Base (GSB) layer of 150 mm compacted thickness on the prepared sub grade with approved granular materials of minimum CBR value 30 grading conforming to Table 400 – 1 of MOST including screening, spreading in uniform layer with Motor grader, watering and premixing at optimum moisture content, compacting with Power and Vibratory Rollers of 80 to 100KN static weight to not less than 98% of the maximum laboratory dry density as per IS: 2720 (part 8) and fine dressing to required grade and cross slope as shown on the Drawing or as directed by the Engineer, including obtaining and transporting all materials from approved quarry site to work site with all lifts and lead by Mechanical Transport, head load or any other mode of transportation, including labour, tools, equipment, safety measures, testing and incidentals necessary to complete the work as per Technical Specification .

Providing and placing in-situ concrete of grade M20 for base course of pavement area etc of varying thickness all as per drawing and or as directed by the Engineer including provision of shuttering, mixing, transporting ,placing, vibrating, curing the concrete including all labour, materials, tools, equipment, fuel and all sampling, testing and records etc., including all labour, material, equipments, tools, fuel, etc. complete.

Supplying, laying and rolling to levels using suitable roller , the coarse river sand to a finished thickness of 30mm all as per relevant specifications, drawings, and as directed, including all labour, tools, equipments, fuel, transport etc complete.

Supplying and Laying P.C.C Paving blocks of M50 grade concrete with a 200mm X 100 mm x100 mm size to a correct alignment and gradient in approved pattern as per drawing and or as directed by the Engineer over the river sand filling and setting the blocks with hand tight and compacting using vibrator to bring out joints not more than 5mm wide between the blocks including brushing the river sand into the joints to fill the gap wherever required and vibrating again so as to achive full interlock of required shape and size all as directed at site of work including all labour, materials, tools, equipments etc., complete.

Cutting and Removing the existing road to the required line and level including metal or soling etc., and dispose the debris with in a lead of 4 km all tools, equipment and labour etc., as required complete.

Dismantling and Removing the existing paver block surface including stacking the useful materials and removing the debris with in a lead of 4 km all tools, equipment and labour etc., as required complete.

Dismantling the cement concrete and Removing the debris with in a lead of 4 km including cutting reinforcement bars etc., as required complete.

Removing and Replacing of precast concrete covers as required and debris if any while removing and transportation with in a lead of 4 km including all labour and equipment etc., as required complete.

Supplying and laying 100 mm outer diameter G.I pipe in sleeves in cable trenches including cost of pipes , pipe specials, labour for laying etc, complete complying with standard specifications and as directed by the Engineer.

Providing and fixing of 600 x 600 mm and 12 mm thick mild steel perforated cover plates for drainage duct chamber cover including cost of steel plate ,cutting finishing to the required size drilling holes for drainage arrangements fixing in position with necessary welded chain embedded in the concrete and providing and fixing (50x50x6mm) M.S angle all-round the concrete edge with anchor bolts embedded in the concrete and painting the steel plate with one coat of red oxide primer and two coats of enamel paint of required colour etc. complete as directed by the Engineers.

Supplying, fabricating, erection of the structural steel MS flats, ISMC, MS Angles for vertical members / bracing / stiffners / base plates or any other usage as a structural member in wind screen portion for Supplying, fabrication and fixing knitted high strength wind screen mesh of 10 mtr height made up of HDPE monofilament knitted UV wind screen mesh of high strength with 60% blockade and 275 GSM in two rows. The colour of the fabric shall be blue / green / black or any other approved colour, including one coat of epoxy primer and two coats of anti corrosive black paint for the new steel surfaces over, conveyance, fixing charges, labour, tools & plants, fuel, etc., complete and as directed Note: 1. Length and height of the barrier shall be measured for payment. 2. Before erection of the structural steel members, the contractor prepares the design for the stability of the structure and to obtain approval from the PMC. 3. After completion of the berth construction, the tenderer shall dismantle the wind barrier and taken away the retrievable materials with the written permission of the Engineer. After erection of the wind barrier 90% of the quoted unit rate will be released and balance 10% will be released after dismantling, transporting.

Description of Work / Item(s)

Amount

Clearing scrub jungle including uprooting of vegetation, grass, brush wood, trees and saplings and removal of rubbish up to a distance of 1 km outside the periphery of the area cleared with all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical, detailed specification and design and direction of the Engineer. Note: The rate quoted is inclusive of removal of top soil along with vegetation; grass etc. for taking the pre levels in the area.

Earth work excavation in ordinary Soil, Sand, clay mixed , Small Boulders, debris, rubbish etc., by mechanical means to the required level including filling the good materials in low lying area within the work area, disposal of surplus earth with in lead up to 2Km, disposed earth to be levelled and neatly dressed, with all lead and lift, loading and unloading, hire charges of machinery and equipments, transportation charges, labour charges and all other incident charges etc., complete as per the standard technical detailed specification and direction of the Engineer. Note: The payment for earthwork shall be made based on levels. The volume shall be calcualted based on pre and post recorded excavation levels and by using Simpson's rule.

Filling the yard with available soil inside the port area including conveyance of soil within a lead of 3km to site. Spreading the earth uniformly to the entire yard formation in layers of not exceeding 250mm thick all as directed including compacting each layer including watering with all leads for water and finishing the surface to the line and grades, sections as directed by the Engineer and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of yard including compacting the original ground with power roller etc., Note: The payment for earth filling shall be made based on levels. The volume shall be calculated based on pre and post recorded levels and by using Simpson's rule.

Preparation of sub-grade to the specified grade and camber,compaction with vibratory roller (80-100KN static weight) making good the undulations Including excavating earth upto a depth of 22.5cm.and disposal of surplus earth to a lead of 500m.including hire and operational charges of roller, tools, plant etc., as required and as directed by the Engineer complete including all labour and materials etc complete.

Providing gravel sub base below the Granular Sub Base including cost and conveyance of gravel from any source to site, spreading the gravel uniformly to the entire yard formation in layers as directed by the Engineer including compacting each layer to the required level in accordance with IS2720 part VII using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades sections, compacting with power roller, all labours, materials, equipments, tools & tackles etc. complete as directed by the Engineer and as per Standard specification. Note: The payment for gravel sub base shall be made based on levels. (pre and Post level)

Providing and laying GRANULAR SUB BASE (GSB) layer on the prepared gravel layer with approved granular materials conforming to Section 400, Clause 401 of MORT&H including screening, spreading in uniform layer with Motor grader, watering and premixing at optimum moisture content, compacting with Power and Vibratory Rollers and fine dressing to required grade and cross slope as shown on the Drawing or as directed by the Engineer, including obtaining and transporting all materials from approved quarry site to work site with all lifts and lead by Mechanical Transport, head load or any other mode of Transportation, including labour, tools, equipment, safety measures, testing and incidentals necessary to complete the work as per standard technical specification. Note: The payment for granularl sub base shall be made based on levels. (Pre and Post level)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification conforming to Section 400, Clause 406 of MORT&H including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete as per specifications and directions of Engineer. Note: The payment for Wet Mix Macadam shall be made based on levels. (Pre and Post level)

Supplying, laying and rolling to levels using suitable roller with the coarse river sand to a finished thickness of 30mm all as per relevant specifications, drawings and as directed including all labour, tools, equipments, fuel, transport etc, Complete. Note: Based on the availability of coarse river sand in the market, using of crusher sand or coarse sand shall be decided by the Engineer during execution of work.

Supplying, laying and rolling to levels using suitable roller with the crusher sand to a finished thickness of 30mm all as per relevant specifications, drawings and as directed including all labour, tools, equipments, fuel, transport etc, Complete. Note: Based on the availability of coarse river sand in the market, using of crusher sand or coarse sand shall be decided by the Engineer during execution of work.

Supplying P.C.C Paving blocks of M 40mix of size 200mm x 100 mm x 100 mm thick to a correct alignment and gradient in approved pattern as per drawing and or as directed by the Engineer over the river sand / crusher sand filling and setting the blocks with hand tight and compacting using vibrator to bring out joints not more than 5mm wide between the blocks including brushing the river sand into the joints to fill the gap wherever required and vibrating again so as to achieve full interlock of required shape and size all as directed at site of work including all labour, materials, tools, equipments etc.,complete.

Providing and placing in-situ concrete of grade M40 for rigid pavement of thickness 100 mm in the gap between paving blocks and chase/drain portion etc all as per drawing and or as directed by the Engineer including provision of shuttering, mixing, transporting, placing, vibrating, curing the concrete including all labour, materials, tools, equipment, fuel and all sampling, testing and records etc., including all labour, material, equipments, tools, fuel, etc. complete.

Providing and laying of dry lean cement concrete of M10 grade placed by a paver over a prepared sub-base with coarse and fine aggregate conforming to IS:383, 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 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 80 -100 KN static weight vibratory roller to not less than 98% of lab density as per clause 601.7 of MoSRT&H , finishing and curing etc. complete as per direction of Engineer.

Providing and laying plain cement concrete of Design mix M40 grade over a prepared leveling course in panels of 4.0m x 4.5m or any other suitable dimensions as directed as top layer of finished average thickness 300mm including providing necessary contraction / expansion joints as shown in the drawing and laid with proper slope and levels including shuttering, strutting, mixing, transporting, placing, vibrating with screed vibrator, curing etc., all as per relevant specifications, drawings and as directed including all labour, material, equipments, tools, plants, fuel, etc., complete. Note: Providing Dowel rods, bitumen pad for expansion joint, sealing compound for expansion /contraction joints will be measured and paid separately under relevant item.

Providing impregnated bituminous pad of 20mm thick in Expansion joint as per drawing and/or as directed at site including cost of all materials, labour, formwork, tools and plants including all other incidental charges etc., complete as per relevant standard specifications and as per the direction of Engineer.

Supplying and Providing Dowel bars of 16mm diameter (Mild Steel rounds) for expansion joints or Contraction joints as per drawing and/or as directed at site including cost of all materials, labour, formwork, tools and plants including all other incidental charges etc.,complete as per relevant standard specifications and as per the direction of Engineer .

Supplying and Providing Tie bars of 10mm diameter of deformed steel for Longitudinal joints as per drawing and/or as directed at site including cost of all materials, labour, formwork, tools and plants including all other incidental charges etc., complete as per relevant standard specifications and as per the direction of Engineer.

Supplying & Laying 'A' grade sealing compound in Contraction Joint of size 12 mm thk, 75mm depth and as per as per drawing and/or as directed at site including Groove cutting, cost of all materials, labour, formwork, tools and plants including all other incidental charges etc., complete as per relevant standard specifications and as per the direction of Engineer.

Supplying & Laying 'A' grade sealing compound in Longitudinal Joint of size 12 mm thk, 90mm depth and as per as per drawing and/or as directed at site including Groove cutting, cost of all materials, labour, formwork, tools and plants including all other incidental charges etc., complete as per relevant standard specifications and as per the direction of Engineer.

Supplying & Laying 'A' grade sealing compound in Expansion joint of 20mm thick and 25mm depth and as per as per drawing and/or as directed at site including Groove cutting, cost of all materials, labour, formwork, tools and plants including all other incidental charges etc; complete as per relevant standard specifications etc., complete as per the direction of Engineer.

Supplying, Filling with gravel between narrow portions such as Drains and Cable chase, Compound wall and Cable chase etc., in the yard area including conveyance of gravel, Compaction, watering, all labour charges etc., complete as per relevant standard specifications etc., as per the direction of Engineer.

Felling trees of the girth (Measured at a height of 1m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable materials and disposal of unserviceable materials.

Beyond 60cm girth upto and including 120cm girth

Beyond 120cm girth upto and including 240cm girth

Bailing out water from foundations / pipe line trenches with oil engine driven pump sets including hire charges, fuel charges and wages for the driver and helper

Description of Work / Item(s)

Amount

Earth work excavation in ordinary soil, sand, clay mixed with roots, debris, rubbish etc. as existing at site of work for foundation dressing of sides, ramming of bottom all as specified under relevant schedules, drawings including depositing the excavated materials with in a lead of 50 m for re-transportation as directed including all labour, shoring, strutting and dewatering wherever necessary transport, tools, tackles, equipment, fuel, etc., complete.

Providing and laying plain cement concrete of mix1:4:8 volumetric proportions (1 cement: 4 coarse river sand: 8 graded hard granite stone aggregate of 40 mm nominal size) for levelling course in foundations all as per specification, drawings and as directed including mixing, transporting, placing, ramming, curing, shuttering, dewatering if any., etc including all labour, material, equipments, tools, fuel etc. complete.

Providing and Placing in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works such as bottom slab and sidewalls of drain all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing, dewatering if any including all labour, material, equipments, tools, plants, fuel, etc. complete.

Bottom slab

Side walls

Providing and Placing cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works of drain precast cover slab of size as per relevant specifications, drawings and as directed including mixing, transporting, handling, placing, vibrating, shuttering arrangements for pre casting the slabs, curing, including finished with the top surfaces with C.M 1:3 , 6-10mm thick including providing lifting hook, curing, all labour, material, equipments, tools, plants, fuel, etc. complete.

Providing and Placing in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works of drain in-situ cover slabs of size as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering , curing, including finished with the top surfaces with C.M 1:3 , 6-10mm thick including providing lifting hook, curing, all labour, material, equipments, tools, plants, fuel, etc. complete.

Supplying, transporting and fabricating TMT Fe500D bars and placing in position as reinforcement for all RCC members, as shown in the drawing including all handling, cutting, bending and tying with 1.25mm dia black annealed binding wire including all materials and labour, lifting, tools, equipments, etc., complete.

Refilling with available excavated earth (excluding boulder, rubbish, debris, other deleterious material etc.,) in sides of drain chase all as per the details shown in the drawings, specified in the relevant schedules and as directed in layers not exceeding 20 cms thickness consolidating the deposited earth in layers by watering and ramming including all labour, tools, equipment, etc., complete

Description of Work / Item(s)

Amount

Earth work excavation in ordinary soil, sand, clay mixed with roots, debris, rubbish etc. as existing at site of work for foundation dressing of sides, ramming of bottom all as specified under relevant schedules, drawings including depositing the excavated materials with in a lead of 50 m for re-transportation as directed including all labour, shoring, strutting and dewatering wherever necessary transport, tools, tackles, equipment, fuel, etc., complete.

Providing and laying plain cement concrete of mix1:4:8 volumetric proportions (1 cement: 4 coarse river sand: 8 graded hard granite stone aggregate of 40 mm nominal size) for levelling course in foundations all as per specification, drawings and as directed including mixing, transporting, placing, ramming, curing, shuttering, dewatering if any., etc including all labour, material, equipments, tools, fuel etc. complete.

Providing and Placing in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works such as bottom slab and sidewalls of drain all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing, dewatering if any including all labour, material, equipments, tools, plants, fuel, etc. complete.

Bottom slab

Side walls

Providing and Placing cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works of drain precast cover slab of size as per relevant specifications, drawings and as directed including mixing, transporting, handling, placing, vibrating, shuttering arrangements for pre casting the slabs, curing, including finished with the top surfaces with C.M 1:3 , 6-10mm thick including providing lifting hook, curing, all labour, material, equipments, tools, plants, fuel, etc. complete.

Providing and Placing in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works of drain in-situ cover slab of size as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering , curing, including finished with the top surfaces with C.M 1:3 , 6-10mm thick including providing lifting hook, curing, all labour, material, equipments, tools, plants, fuel, etc. complete.

Supplying, transporting and fabricating TMT Fe500D bars and placing in position as reinforcement for all RCC members, as shown in the drawing including all handling, cutting, bending and tying with 1.25mm dia black annealed binding wire including all materials and labour, lifting, tools, equipments, etc., complete.

Supplying, transporting and fabricatingstructural steel angles of size 50 mm x 50 mm x 5mm and placing in position as supporting legs for cables in cablechase as shown in the drawing including all handling, cutting, including painting 2 coats over one coat of anticorrosive paint including all materials and labour, lifting, tools, equipments, etc., complete.

Refilling with available excavated earth (excluding boulder, rubbish, debris, other deleterious material etc.,) in sides of drain chase all as per the details shown in the drawings, specified in the relevant schedules and as directed in layers not exceeding 20 cms thickness consolidating the deposited earth in layers by watering and ramming including all labour, tools, equipment, etc., complete.

Description of Work / Item(s)

Amount

Earth work excavation in ordinary soil, sand, clay mixed with roots, small boulders, debris, rubbish etc. as existing at site of work for column and plinth beam foundation dressing of sides, ramming of bottom, all as specified under relevant schedules, drawings including depositing the excavated materials within a lead of 50 m for re-transportation as directed including all labour, shoring, strutting and dewatering wherever necessary transport, tools, tackles, equipment, fuel, etc., complete.

upto 1.5m

Above 1.5m level

Providing and laying plain cement concrete of mix1:4:8 in volumetric proportions (1 cement: 4 coarse river sand: 8 graded hard granite stone aggregate of 40 mm nominal size) for levelling course in foundations all as per specification, drawings and as directed including mixing, transporting, placing, consolidating, by ramming, curing, shuttering, dewatering if any., etc including all labour, material, equipments, tools, fuel etc. complete.

Providing and Placing in-situ cement concrete of mix 1:1.5:3 in volumetric proportions (1 cement: 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C works such as Column footings and column below Floor Level all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing, dewatering if any including all labour, material, equipments, tools, plants, fuel, etc. complete.

1.column footing

2.Column below Floor Level

Providing and Placing in-situ cement concrete of mix1:1.5:3 in volumetric proportions (1 cement: 1.5coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for R.C.C Column above floor level as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing and finishing the exposed surfaces with C.M1:3, 6 to 10 mm thick including all labour, material, equipments, tools, plants, fuel, etc. complete.

Providing and laying Cement concrete in mix 1:1.5:3 in volumetric proportions (1 Cement: 1.5 coarse river sand: 3 graded hard granite stone aggregate of 20 mm nominal size) for RCC in plinth beam all as per the details shown in the drawings, specified in the relevant schedules and as directed including centering, shuttering, scaffolding, mixing, transporting, placing, vibrating, curing including all labour, materials, tools, equipments, etc, complete.

Providing and Placing in-situ cement concrete of mix1:1.5:3 in volumetric proportions (1 cement: 1.5coarse river sand: 3graded hard granite stone aggregate of 20 mm nominal size) for R.C.C coping beam over the Column all as per relevant specifications, drawings and as directed including mixing, transporting, placing, vibrating, shuttering, curing and finishing the exposed surfaces with C.M. 1:3, 6 to 10 mm thick including all labour, material, equipments, tools, plants, fuel, etc. complete

Brick Work using bricks of class designation 50 in cement mortar 1:5 (1 cement: 5 Course river sand) in walls up to finish floor level in compound wall etc. All as per the details shown in the drawings and specified in the relevant schedules and as directed including scaffolding, curing all labours, materials, tools, equipments etc., complete.

Preparing the external surfaces of compound walls in the Brick work portion and providing plaster in cement mortar 1:5 (1 cement: 5 fine river sand) 12 mm thick all as per the details shown in the drawings as specified in the relavant schedules and as directed to the required finish including forming grooves with thread as required, curing etc., including all labour, tools, material, equipments, etc., complete.

Hollow concrete block work using blocks of size 400x 200 x200 mm first class in cement mortar 1:5 ( 1Cement : 5 Coarse river sand) for compound walls including punning the same with C.M 1:3 all as per the details shown in the drawings and specified in the relevant schedules and as directed including scaffolding, curing all labour, materials, tools, equipments etc., complete.

Supplying, transporting and fabricating TMT Fe500D bars and placing in position as reinforcement for all RCC members, as shown in the drawing including all handling, cutting, bending and tying with 1.25mm dia black annealed binding wire including all materials and labour, lifting, tools, equipments, etc., complete.

Providing and fixing of Compound wall Gate including in priming coat and two coats of epoxy painting as approved including all materials and applications main compound wall as per the drawing and direction of Engineer.

Preparing the surfaces, providing and finishing the walls of compound walls including two coats of colour cement paint of approved quality and Colour or combination of Colours to give an even shade, as approved by the Engineer or his representative, over one coat of white cement paint including curing, scaffolding, all labour, materials, brushes etc., complete.

Refilling with available excavated earth (excluding boulder, rubbish, debris, other deleterious material etc.,) in sides of compound wall, all as per the details shown in the drawings, specified in the relevant schedules and as directed in layers not exceeding 20cms. thickness consolidating the deposited earth in layers by watering and ramming including all labour, tools, equipment, etc., complete.

ITD Cementation India Limited

RKEC Projects Limited

LandT GeoStructure Private Limited

RKEC Projects Limited

LandT GeoStructure Private Limited

RKEC Projects Limited

ITD Cementation India Limited

RKEC Projects Limited

RKEC Projects Limited

ITD Cementation India Limited

ITD Cementation India Limited

RKEC Projects Limited

RKEC Projects Limited

ITD Cementation India Limited

ITD Cementation India Limited

RKEC Projects Limited

ITD Cementation India Limited

RKEC Projects Limited

ITD Cementation India Limited

RKEC Projects Limited

RKEC Projects Limited

ITD Cementation India Limited

LandT GeoStructure Private Limited

RKEC Projects Limited