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| 1 | SCHEDULE A -Development of Stack yard and Construction of Security wall |
| 2 | Earthwork excavation in trenches for foundation in sand and other loose soils not exceeding 1.50m in width and including dressing of sides and ramming of bottom lift upto 1.50m including getting out of the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m and lift of 1.50m, cost including shuttering, strutting, bailing out seepage of water wherever necessary etc., complete complying with AISS and as directed by the departmental officers. |
| 3 | Providing and laying Plain Cement Concrete 1:4:8 (One part of cement, 4 parts of M. Sand (Crushed Stone Sand) & 8 Parts of 40 mm nominal size metal ) for foundation using 40 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers. |
| 4 | Fabricating and placing in position of M.S / Tor steel grills for R.C.C works in all floors including cost of Steel, cutting, bending, binding with 16 Gauge GI Binding wire and placing in position etc., complete complying with AISS and as directed by the departmental officers. |
| 5 | Providing Form work including centring, shuttering for foundation footings of columns, mass concrete so as to give a rough finish shuttering and propping etc., complete complying with AISS and as directed by the departmental officers. |
| 6 | Providing and laying Reinforced Cement Concrete 1:1.5:3 (One part of cement, One and a half parts of M. Sand (Crushed Stone Sand) & Three Parts of graded stone aggregate (i.e.) 2 parts of 20mm nominal size graded metal & 1 part of 10mm nominal size graded metal) using 20 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., and excluding the cost of form work and reinforcement grills for all RCC works in all floors upto full height of the building etc., complete complying with AISS and as directed by the departmental officers. |
| 7 | Random Rubble masonry with hard broken stones in foundation and plinth with Cement mortar 1:5 (M. Sand (Crushed Stone Sand)) (one cement, five M. Sand (Crushed Stone Sand)) including levelling at plinth level, curing etc., complete complying with AISS and as directed by the departmental officers. |
| 8 | Flush pointing on Random Rubble Masonry with Cement Mortar 1:3 (Plastering Sand (PSand)) (One cement, three Plastering Sand (P-Sand)) including cost of all materials, labour, curing etc., complete complying with AISS and as directed by the departmental officers. |
| 9 | Providing and fixing of Pre-cast compound wall to a thickness of 50mm supported by vertical pre-cast column of size 150mm x 150mm to a height of 3.05m @ 1.80m c/c spacing. Pre-cast column to be supported by a concrete pedestal (M20 grade) of size 300mm x 300mm x 600mm beneath the ground surface. Wall shutter with the pre cast slab of size 1.80m x 0.30m to a 50mm thickness. The rate inclusive of earthwork, concrete, erection, all materials, labour charges, conveyance chares, Fixing charges etc., complete and as directed by the departmental officers. |
| 10 | Supplying the structural steel, MS Flats, Square Rods, Angles, Channels etc., for vertical members / bracing /stiffeners / Base plates or for any other usage as a structural member, fabricating, welding and erecting the frame work in position at the locations shown in the drawing including all labour, materials, conveyance, tools & plants, etc., complete and as directed by the departmental officers (Note : 1. While fabricating, necessary holes and bolt & nut shall be provided at no extra cost in the structural members. 2. In case, the specified MS section is not available in the market, the nearest alternative section may be used after approval of the Engineer). |
| 11 | Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron U shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T reinforced barbed wire, stud tied with G.I. staples and G.I clibs to retain horizontal, including necessary bolts or G.I barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T) / Spring core (2.5mm thick) wire of high tensile strength of 165 Kg / Sq.mm with tape (0.52 mm thick) and weight 43.478 gm / metre (cost of M.S angle, C.C blocks shall be paid separately etc.,) complete and as directed by the departmental officers. |
| 12 | Pumping the surface water from the earthwork portion / Rain water from the low lying area wherever required in the Port area with 5 HP Mud Pump. The cost including hire charges for 5 HP Mud pump, diesel, oil, manpower, etc., complete and as directed by the departmental officers. |
| 13 | Applying One coat of Red oxide primer over new steel and other metal surfaces including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steel wool, scrapers and sand paper etc., complete complying with AISS and as directed by the departmental officers. |
| 14 | Painting the steel surfaces with Two coats of Synthetic enamal paint of approved quality (excluding priming coat) on new steel and other metal surfaces with enamel paint, brushing, interior to give an even shade including cleaning the surface of all dirt, dust and other foreign matter including all materials, labour, brushes, etc., complete complying with AISS and as directed by the departmental officers. |
| 15 | Applying One coat of Alkali Resistant Primer and Two coats of ACE - Exterior Emulsion Paint of approved colour and quality over the New wall surface in all floors to give an even shade after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand paperes smooth including all materials, labour, brushes, scaffolding, etc., complete complying with AISS and as directed by the departmental officers. |
| 16 | Providing and Fixing of Height Guage with steel confirming to IS : 2062-1999 including fabrication, asembly, erection, launching, riveting/welding, bolting, initial coats of zinc chromate priming conforming to relevant IS specification and three coats of aluminum paint of approved quality conforming to IS: 2339 on all surfaces after final erection including 25KV AC Danger Board etc., complete and as directed by the departmental officers. |
| 17 | Deploying earth moving machinery JCB wherever required for the following works viz., Earthwork excavation, filling, levelling the undulated area, cleaning the vegetation along with roots, removal of unwanted debris / juliflora trees, loading into lorry and for any other works required etc., including cost of diesel, oil, operator charges etc.,complete and as directed by the departmental officers. |
| 18 | Loading, conveying and unloading the Fly ash from Primary bund (TTPS) by engaging Loading equipments, lorries / tippers within a lead of 12 Km by road and dumping in low lying area shown by the departmental officers. The cost including loading, conveying, unloading, dumping, levelling, sectioning the low lying area and cleaning the area etc., complete and as directed by the departmental officers. Note : Payment will be made on volumetric basis. |
| 19 | Construction of embankment with Well Gravel obtained from near by area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 etc., complete as per clause 305 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 20 | SCHEDULE B -Construction of Concreate Road and RCC Drain |
| 21 | Excavation for roadway in soil using hydraulic excavator of 0.90 Cum. bucket capacity including cutting and loading in tipper, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to the embankment location within all lifts and lead upto 1000 meters etc., complete as per clause 301 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 22 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts& leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No.300-2 etc.,complete as per clause 305 of MORT&H Specification (FifthRevision) and as directed by the departmental officers. |
| 23 | Providing and laying of Granular Sub-base (GSB) - [Plant Mix Method] by mechanically and compacting in layers in each layer 125mm using stone aggregate by providing close Grading - I materials 53mm to 9.50mm at 50%, 9.5mm to 2.36mm at 20% and 2.36mm and below at 30% mixing in a mechanical mix plant at OMC and loading tippers conveying of mixedmaterial to work site dumping and spreading in uniform layers with dozers and motor grade on prepared sub grade surface in stage to proper grade and camber and compacting with vibrator power roller 8-10 Tonne to achieve the desired density complete as per clause 401 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 24 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade 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 table 600-1, 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, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing etc,.complete and as directed by the departmental officers. |
| 25 | Providing and Laying of Debonding Layer of 125 micron PVC sheet in follow as per drawing and technical specification etc,.complete and as directed by the departmental officers. |
| 26 | Providing Form work including centring,shuttering for foundation footings of columns,mass concrete so as to give a rough finish shuttering and propping etc.,complete complying with AISS and as directed by the departmental officers. |
| 27 | Fabricating and placing in position of M.S /Tor steel grills for R.C.C works in all floors including cost of Steel, cutting, bending, binding with 16 Gauge GI Binding wire and placing in position etc., complete complying with AISS and as directed by the departmental officers. |
| 28 | Providing and fabricating 38mm dia MS bars and placing in position as dowel bars for expansion joints as per details shown in the drawing and as directed including all handling, cutting, bending, all labour, materials, equipment, tools etc., complete. Dowel bar of length 500mm for expansion joints (one half of the rod painted with bitumen and greased to avoid bonding with concrete) including providing necessary PVC sleeve & cap, cotton waste @ 300mm c/c etc., complete and as directed by the departmental officers. |
| 29 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design (M40), transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision ofadmixtures as approved, finishing to lines and grades etc., complete as per clause 602 of MoRT&H specification and as directed by the departmental officers. |
| 30 | Supplying and laying impregnated bitumen pad of 20 mm thickness and 275 mm depth (approximately) for expansion joints to the required length as specified in the drawing and as directed including making necessary holes in the pad and fixing the same in to the dowel bars all labour, materials, transportation, tools, equipment etc., complete and as directed by the departmental officers.Note:1.The rate shall include making necessary holes in the pad for fixing the same in to the dowelbars.2.The joint filler shall comply with IS 1838 - 1983 or its latest edition. |
| 31 | Supplying and laying bitumen sealing compound of grade \"A\" conforming to IS 1834 - 1984 (or its latest edition) for Expansion joints to a width of 20mm and 25mm deep for filling and including painting the edges of the joint with an approved primer all as specified and as directed at site of work including all materials, labour, tools, equipment, fuel, etc., complete and as directed by the departmental officers. |
| 32 | Supplying and laying bitumen sealing compound of grade \"A\" conforming to IS 1834 - 1984 (or its latest edition) for Longitudinal joints and Contraction joints to a width of 10mm and 65mm deep for filling and including painting the edges of the joint with an approved primer all as specified and as directed at site of work including all materials, labour, tools, equipment, fuel, etc., complete and as directed by the departmental officers. |
| 33 | Earthwork excavation in trenches for foundation in dense or hard soils not exceeding 1.50m in width and including dressing of sides and ramming of bottom lift upto 1.50m including getting out of the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m and lift of 1.50m, cost including shuttering, strutting, bailing out seepage of water wherever necessary etc., complete complying with AISS and as directed by the departmental officers. |
| 34 | Providing and laying Plain Cement Concrete 1:4:8 (One part of cement, 4 parts of M. Sand (Crushed Stone Sand) & 8 Parts of 40 mm nominal size metal ) for foundation using 40 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers. |
| 35 | Providing Form work including centring, shuttering for wall concrete so as to give a rough finish shuttering and propping etc., complete complying with AISS and as directed by the departmental officers. |
| 36 | Providing and laying in position of RCC Grade M30 using batching plant transit mixer & manual placing in accordance with IS:456-2000, using 20mm and down graded aggregates for all RCC items of works with minimum cement content and maximum water cement ratio including admixture (plasticizer / super plasticizer) in recommended proportions to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per Mix Design, excluding cost of reinforcement grill, fabricating charges, centering and shuttering and including laying, vibrating with mechanical vibrators, finishing, curing, etc, complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 37 | Setting up the piling tripod and connected equipments for piling activity over each pile location, including cost of shifting, cost of all materials and machineries for piling, labour, setting up the rig to alignment and correct dimensions as shown in the drawing and as directed by the Engineer Incharge. |
| 38 | Providing and fabricating M.S.liners (8mm thick) of required length with M.S. shoes of 1.0 m height using 12mm thick M.S. plates for 1200 mm dia bored vertical pile measured from cut off level of pile to the terminating level including supplying, cutting, rolling, bending, handling and welding cost, labours, materials, accessories, etc., complete as per drawings and specification as directed by Engineer Incharge. |
| 39 | Placing the M.S liner (item 2) above for 1200mm dia vertical bored piles. The cost inclusive of charges for transporting to the pile location, aligning, lowering, pitching and driving the liners etc. complete as per standard specification and as directed by Engineer Incharge. |
| 40 | Boring through all types of soils, boulders, hard strata and rocks etc. for 1200mm Dia vertical bored piles from the seabed to the founding level (-29meter CD) of the piles, including bailing, chiseling, shifting of materials etc., complete as per directed by the Engineer Incharge |
| 41 | Providing and laying cast-in-situ tremie concrete mix M40 as per standards for 1200 mm Nominal dia vertical bored cast-in situ reinforced cement concrete piles measured from cut off level of the pile upto founding level excluding cost of reinforcements and M.S liners but including mixing, laying and compacting, consolidating complete as per approved drawings, standard specifications and as directed by the Engineer Incharge.(cement content should be used above 400 kg) |
| 42 | Chiseling/Breaking using suitable tools and equipments the top of pile concrete up to the receipt of dense concrete and dressing the pile head suitably so as to receive the form work for deck work, including breaking to the required level exposing the pile reinforcement to sufficient length as per approved drawing for embedding into the deck slab etc. including removal of concrete debris from the site, complete for 800mm dia piles as directed by the Engineer Incharge. |
| 43 | Providing and laying cement concrete in M40 mix for cast-in-situ deck concrete in pile muff, deck beam and deck slab works as per drawings, excluding cost of reinforcement in position and including shuttering, mixing, laying, consolidating , curing etc., and making necessary provision for fixing fixtures as per approved drawings complete as directed by the EIC.(cement content should be used above 400 kg) Note:Placing the precast units shall be measured and paid under this item of work |
| 44 | Pumping the surface water from the earthwork portion / Rain water from the low lying area wherever required in the Port area with 5 HP Mud Pump. The cost including hire charges for 5 HP Mud pump, diesel, oil, manpower, etc., complete and as directed by the departmental officers. |
| 45 | Dynamic pile load test (High strain Dynamic testing) perform Non-Destructive Integrity test of piles of size 1200mm dia according to the approved Specifications and as directed by the Engineer or his representative all as per relevant BIS/ASTM codes including all labour, tool. Equipments, plant, etc., complete.Providing, conducting of routine Dynamic high strain testing using pile Driving analyzer by impacting a 1.5 percent weight of capacity of pile with a fall varying from 1m to 3m including preparing head, providing ply and steel plates, fixing strain gauges etc. all conforming to ASTMD4945. Further include evaluating and submitting report coveringi) True static capacity of the pile at the time of testingii) Simulated static load test curveiii) Total skin friction and end bearing of pileiv) Skin friction variation along the length of the pilev) Compressive and tensile stresses developed in pile during testingvi) Net and total displacement of the pile |
| 46 | INTEGRITY TEST ON WORKING PILES Conduct non-destructive integrity test on working piles using low strain sonic diagnostic system as specified and as directed by the Engineer for 1200 mm dia piles. |
| 47 | Providing and laying Reinforced Cement Concrete 1:1.5:3 (One part of cement, One and a half parts of M. Sand (Crushed Stone Sand) & Three Parts of graded stone aggregate (i.e.) 2 parts of 20mm nominal size graded metal & 1 part of 10mm nominal size graded metal) using 20 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., and excluding the cost of form work and reinforcement grills for all RCC works in all floors upto full height of the building etc., complete complying with AISS and as directed by the departmental officers. |
| 48 | Supplying and laying in trenches 110 mm dia. PVC inflow pipe line 6 Kg./CM2 with necessary pipe specials such as elbow, tee, union joint etc., and the joints being tightened including threading cost of pipe, specials etc., complete complying with AISS and as directed by the departmental officers. |
