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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-11-2020 | Addendum_I | Technical Bid | 30-11-2020 |
| Name of Work : EXECUTION OF GENERAL CIVIL & ROAD WORKS SUCH AS PCC, RCC, FORMWORK, REINFORCEMENT & INSERTS, BRICKWORK ,PLASTERING, PAVER BLOCK AND CONCRETE ROAD WORKS WITH THEIR OWN MATERIALS, MACHINERY AND MANPOWER ON SUB-CONTRACT BASIS IN CONNECTION WITH “LAND DEVELOPMENT, RCC RETAINING WALLS, COMPOUND WALL, BUILDINGS (CONTROL ROOM, PMCC, SECURITY ROOM, WARE HOUSE), FLEXIBLE AND RIGID PAVEMENTS CULVERTS FOR GRASS ROOT OIL TERMINAL AT ATCHUTAPURAM, ANDHRA PRADESH” | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 0 | EXECUTION OF GENERAL CIVIL & ROAD WORKS | |||
| 2 | 1 | Clearing grass and removal of the rubbish within the project site & disposal of the same outside site premises and at unobjectionable place.\nNote: \na. Dismantling & disposing of existing RCC poles/pillars etc up to ground level is inlcuded in the rate.\nb. Dismantled items shall be the property of Contractor. Rates to be quoted accordingly. | Item1 | 1 | SQM |
| 3 | 2 | Earthwork: Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains or land development including dressing of sides & ramming of bottoms, lift, including removal of the excavated soil, providing shoring, strutting, dewatering as required & disposal of surplus excavated soil as directed within or outside the site at an unobjectionable place.\nNote: \na. Payment shall be restricted to PCC lines only for building works.\nb. Tenderers to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer for calculation of earth volume using Simpson's Rule in case of land development/ cutting works.\nc. Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks (RCC pedestal of size 300 mm x 300 mm approx with necessary base plate) for land development/ cutting works as per the instructions of the Site Incharge. | Item2 | ||
| 4 | 2.1 | In any kind of Soil up to 1.5 m depth | Item3 | 10000 | Cum. |
| 5 | 2.2 | In any kind of Soil above 1.5 m depth & up to 3.0 m depth | Item4 | 450 | Cum. |
| 6 | 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including getting out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing surplus excavated soil as directed, within or outside site at unobjectionable place IN ALL KIND OF SOILS | Item5 | ||
| 7 | 3.1 | for Pipes, cables etc. Up to 300 mm dia in depths up to 1.5 m | Item6 | 80 | Cum. |
| 8 | 4 | Filling available excavated earth (excluding rock) in Roads, Driveways,plinth, sides of foundations etc as per EIC in layers not exceeding 20 cm in depth, consolidation each deposited layer by ramming (mechanical means) with roller of 8T capacity and watering , within premises and including all leads, lifts. Note: Compaction under plinth should be done with plate or other vibrator as per direction of EIC. | Item7 | 11000 | Cum. |
| 9 | 5 | Supply & filling imported earth of approved quality, in plot, trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth each deposited layer by ramming and watering. Item includes compaction using Vibratory Roller of 8 to 10 ton capacity for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density (Proctor Density).\nNote:\na. Tenderer to note that initial & final level survey shall be undertaken jointly by the Contractor &/or representatives with IOC Site Engineer.\nb. Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks (RCC pedestal of size 300 mm x 300 mm approx with necessary base plate) as per the instructions of the Site Incharge.\nc. Tenderers to note that approval from IOC shall be obtained for the imported earth & quarry used for mass filling & necessary test reports from a Govt Engg Colleges/Universities have to be submiited for the parameters specified by IOC prior to undertaking filling in the site.\nd. Item rate is inclusive of applicable Royalty for the imported earth/ Specific approval to be obtained from concerned Statutory Authorities. Necessary Royalty receipts/ NOC to be submitted by the Contractor.\nf. Net quantity of compacted earth shall be paid & no compensation whatsoever on account of subsidence of soil etc shall be permitted. | Item8 | 230000 | Cum |
| 10 | 6 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | Item9 | 1400 | Cum. |
| 11 | 7 | Providing and injecting chemical emulsion for pre-constructional anti-termite treatment & creating a chemical barrier under & around column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along external perimeter of building, expansion joints, surrounding of pipes & conduits etc. @ 1 litre per hole , 300 mm apart inlcuding drilling 12 mm dia holes and plugging with cement mortar 1:2 to match the floor complete as per IS specifications (IS:6313) confirming to manufacture and as directed by IOCL | Item10 | 800 | SQM |
| 12 | 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). Item includes mixing water proofing material in cement concrete work @ 1 kg per 50kg of cement. Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil. | Item11 | 10 | SQM |
| 13 | 9 | Making plinth protection 75mm thick of cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | Item12 | 150 | Sqm |
| 14 | 10 | Supplying and Local sand filling within the grading zone V or as approved by site incharge of fine aggregates specified in attached specifications, in plinth, under floors, pipeline corridors, landscaping, drain beds etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete. | Item13 | 1800 | Cum |
| 15 | 11 | Centering and shuttering including strutting, propping etc. and removal of form work for PCC/RCC in foundations, footings, bases of column (with Props or Tubular/ MS Structure or Metallic sheets or 12 mm thk waterproof ply as applicable, directions of the Site Engineer & per enclosed specifications) | Item14 | ||
| 16 | 11.1 | for PCC/RCC in foundations, footings ( R/ wall/ Culvert etc), bases of column etc | Item15 | 12000 | Sqm |
| 17 | 11.2 | Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ) | Item16 | 1700 | Sqm |
| 18 | 11.3 | Lintels,pedestal, beams plinth beams,girders bressumers and cantilevers for RCC | Item17 | 4900 | Sqm |
| 19 | 11.4 | Columns, Pillars, Piers, Abutments ( Retaining Wall/ Culvert Wall), Posts and Struts for RCC. | Item18 | 24000 | Sqm |
| 20 | 11.5 | Stairs, (excluding landings) except spiral-staircases for RCC | Item19 | 18 | Sqm |
| 21 | 12 | \"Plain & Reinforced Concrete Works (PCC/RCC): Providing and laying in position, machine batched, machine mixed design mix of specific grade of cement concrete for plain/ reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying (if required) but excluding the cost of centering, shuttering, finishing and reinforcement. Item includes Admixtures in recommended proportions as per IS 9103 to accelerate/retard setting of concrete,improve workability without impairing strength and durability as per direction of Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. \n | Item20 | ||
| 22 | 12.01 | Note: ( Continue from Above 12.00)\na. Batch mixing plant of capacity to be approved by Site Engineer for the works shall be installed by the Contractor at site along with required NOCs from concerned Authorities. Alternately, Contractor shall also be permitted to use RMC (if available) at no extra cost to IOC & after obtaining prior approval from Engineer In-Charge.\nb. Contractor shall be permitted to convert design mix of concrete to be arrived at based on laboratory testing into suitable volumetric mix in to order to achieve required design strength.\nc. Mixing of concrete shall be with Weigh Batch mixing plant of adequate capacity to be approved by Site Engineer. Mechanical mixer can be used for placing concrete up to 5 CUM/ shift with specific approval of Site Engineer.\nd. Hacking of exposed surface of green concrete (wherever applicable) as Key to plaster shall be done at no extra cost to IOC. Item rate is inclusive of necessary surface finishes like broom/ rough finish as per the scope of works & directions of Site- Incharge.\ne. Curing of concrete inlcuding supplying & providing water & Compaction shall be part of the rates.\nf. Item to be operated for all types of floors, footings, beams, columns, copings, pipe/ drain culverts, Cable tunnel or other concrete structures as required at site at all levels. Payment shall be made as per drawing dimensions.\ng. Item rate is inclusive of Submitting Design Mix reports & test reports from Govt Engg Colleges/Universities as per the directions of the Site Engineer.\" | Item21 | ||
| 23 | 12.1 | 1 CEMENT:4 COARSE SAND:8 AGG. 40MM grade plain cement concrete (Min cement content considered @ 220 kg/cum) - At all levels | Item22 | 1150 | Cum |
| 24 | 12.2 | 1 CEMENT:3 COARSE SAND:6 AGG. 20MM grade plain cement concrete (Min cement content considered @ 240 kg/cum) - At all levels | Item23 | 5100 | Cum |
| 25 | 12.3 | 1 CEMENT:1½ COARSE SAND:3 AGG. 20MM grade plain cement concrete (Min cement content considered @ 300 kg/cum) - At all levels | Item24 | 6 | Cum |
| 26 | 12.4 | M-25 grade Reinforced cement concrete (Min cement content considered @ 330 kg/cum) - Above Plinth & Up to Floor Level 5 | Item25 | 8 | Cum |
| 27 | 13 | M-30 design mix cement concrete (Min cement content considered @ 340 kg/cum) grade for all uses | Item26 | 6800 | Cum |
| 28 | 14 | Providing grouting under base plates with cement mortar 1:1 (1 cement : 1 coarse sand) including anti shrinkage compound with necessary finishing etc all complete as per directions of engineer-in-charge. | Item27 | 2 | CUM |
| 29 | 15 | Providing grouting in pockets with cement concrete 1:1:2 (1 cement : 1 coarse sand : 2 coarse aggregate 10 mm nominal gauge) including approved anti shrinkage compound as per manufacturer’s specifications with necessary finishing etc all complete as per directions of engineer-in-charge. | Item28 | 8 | CUM |
| 30 | 16 | Providing weep holes using PVC pipe of 75 mm dia (6 kg/sqcm) at regular intervals, inlcuding providing pebbles & sand packing/mesh for draining seepage water & as per directions at site. | Item29 | 590 | EA |
| 31 | 17 | Supply of Reinforcement for RCC including straightening, cutting, bending, placing in position & binding all complete at all levels using Thermo Mechanically Treated (TMT) Bars Fe 500 grade,Conforming to IS1786.\nNote: \na. Rate includes the cost of binding wire, laps, chairs & spacer bars which shall not be measured for the purpose of payment.\nb. Reinforcement shall range from 6 mm dia to 32 mm dia as per drawings.\nc. Rate also inlcudes providing necessary cover blocks in CM 1:2 as per required thickness & as per drawings.\n | Item30 | 480 | Ton |
| 32 | 17.01 | BRICKWORK | Item31 | ||
| 33 | 18 | Brick work with F.P.S. (non modular) clay fly ash bricks class designation 7.5 conforming to IS: 12894 in Cement mortar 1:4 (1 cement : 4 coarse sand) in superstructure ABOVE PLINTH AND UP TO FLOOR V LEVEL | Item32 | 1570 | Cum |
| 34 | 19 | Half brick masonry (115 mm thick) with F.P.S. (non modular) clay fly ash bricks class designation 5.0 in Cement mortar 1:4 ( 1 cement : 4 coarse sand) IN superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL inlcuding providing and placing in position 2 Nos. 6mm dia. M.S. bars, including providing 75mm thk. horizontal band in CC mix 1:2:4 at every third course of half brick masonry. | Item33 | 45 | Sqm |
| 35 | 20 | STONE PITCHING:stone pitching 225 mm thick including supply of stones and with raised & cut pointing with cement mortar 1:3 and preparing surface complete. | Item34 | 3375 | Sqm |
| 36 | 21 | Plastering & Finishing\nNote: \na. Rate is inclusive of curing of plaster including supplying & providing water, scaffolding as required & associated labour.\nProviding and laying cement plaster on surfaces with Coarse/ Fine sand (as applicable) including curing, scaffolding etc. | Item35 | ||
| 37 | 21.1 | In 20 mm thick cement plaster of mix 1:4 (1 cement: 4 coarse sand) with sponge/ rough texture finish | Item36 | 7400 | Sqm |
| 38 | 21.2 | In 6 mm thick cement plaster of mix 1:3 (1 cement: 3 coarse sand) with providing Neat cement punning for drains & other places as per the instructions of Site Engineer | Item37 | 20000 | Sqm |
| 39 | 21.3 | In 12 mm thick Cement plaster of mix1:4 (1 cement: 4 coarse sand) | Item38 | 8800 | Sqm |
| 40 | 21.4 | In 6 mm thick plaster of mix 1:3 (1 cement: 3 fine sand) | Item39 | 12700 | Sqm |
| 41 | 22 | Providing and fixing 150 mm wide 24 SWG Chicken Wire mesh between junctions of column/beam and walls, fixed with U nails 150 mm centre to centre before plastering the junction. | Item40 | 17000 | Sqm |
| 42 | 23 | Forming groove of uniform size from 12x12mm and upto 25x15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Site In-Charge. | Item41 | 550 | RM |
| 43 | 24 | Painting & Finishing (including Scaffolding & Curing)\nNote: All rates are inclusive of executing in a required pattern to be approved by IOC & all colour shades to be used as part of the pattern. | Item42 | ||
| 44 | 25 | Providing and applying plaster of Paris putty of 2 mm average thickness over plastered surface to prepare the surface even and smooth complete | Item43 | 5830 | Sqm |
| 45 | 26 | Applying one coat of Acrylic emulsion compatible primer of approved brand and make on wall surface & painting with silicon & acrylic emulsion based water thinnable interior paint with 2 or more coats. | Item44 | 15000 | Sqm |
| 46 | 27 | Finishing walls with textured exterior paint (Anti-fungus & Weatherproof) of required shade with Two or more coats applied @ 3.28 ltr/10 sqm, over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. | Item45 | 16000 | Sqm |
| 47 | 28 | Flooring & Finishing\nNote:\na. Payment shall be made on finished floor area/ dado/ skirting & finishing only. No extra payment shall be made towards additional thickness of bedding to match level of adjoining floors.\nb. Flooring shall be laid including patterns/ all colours to be provided during execution of works & as such cost quoted to include the same.\nc. Sample of Granite/Kota stones, Tiles, flooring sheets, wooden panel floors etc shall be approved by Site Engineer before ordering & delivering to site.\nd. Job includes supplying & providing water for curing as applicable. | Item46 | ||
| 48 | 29 | Providing 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, 2mm thick PVC strip at desired spacing, cost of nosing in steps Complete.\nNote: Item rate includes supplying and providing skin reinforcement in weld mesh 3 mm dia, 50 mm x 50 mm square to be provided in 40 mm thick CC floor mentioned above. | Item47 | 0.3 | Sqm |
| 49 | 30 | Providing and laying 25mm Thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing wax polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) | Item48 | 280 | Sqm |
| 50 | 31 | Providing and laying Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) jointed with grey cement slurry mixed with pigment to match the shade of the slabs,including rubbing wax polishing complete.\nNote: Item rate includes providing Kota stone in treads of steps and risers using single length (not exceeding 2 m). | Item49 | 5 | Sqm |
| 51 | 32 | Providing and fixing 18mm thick gang saw cut granite (mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters,sills, jambs, urninal partition, counters,soffits, facias, dado, skirting, risers & similar locations of required size of shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement mixed with matching pigment,epoxy touch ups, including rubbing,curing moulding & polishing to edge to give high gloss finish etc. complete at all levels.\n | Item50 | 300 | Sqm |
| 52 | 33 | Extra for Edge Moulding for Granite Work | Item51 | 1400 | Sqm |
| 53 | 34 | Extra for Opening for Wash Basin etc. | Item52 | 4 | Sqm |
| 54 | 35 | 40 mm thick Granolithic Flooring by adding admixture/hardener with non ironite componud. | Item53 | 1062 | Sqm |
| 55 | 36 | Providing & laying vitrified floor tile (10-12 mm thick as per manufactirer) in different sizes with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand, including grouting the joints with white cement and matching pigments etc., complete for flooring/skirting as specified.\nNote: \na. For WC area, the tiles shall be Anti-skid type at no extra cost to IOC. | Item54 | ||
| 56 | 36.1 | Flooring with size of Tiles up to 60 x 60 CM in cement mortar 1:4 | Item55 | 370 | Sqm |
| 57 | 36.2 | Skirting/ Dado with size of Tiles up to 60 x 60 CM in cement mortar 1:4 | Item56 | 36 | Sqm |
| 58 | 37 | Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness as specified by the manufacturer ) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Site Engineer in skirting,risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade. | Item57 | 60 | Sqm |
| 59 | 38 | Providing & laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigments etc., complete. | Item58 | 15 | Sqm |
| 60 | 39 | Providing and fixing with 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Site Engineer.\nFlooring Tiles with size up to 60 x 60 CM in 10 mm thick cement mortar 1:4 | Item59 | 85 | Sqm |
| 61 | 40 | Providing and fixing with 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Site Engineer.\nIn dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) | Item60 | 110 | Sqm |
| 62 | 41 | Providing and laying 150 mm thk (after consolidation) dry stonehard rubble soling under floor, ramps, walls, foundation, trenches, etc. & for similar situations at plinth level/ below plinth level including laying in regular lines , levels, interstices, filled with smaller stones /chips of appropriate size and sand consolidated with copious watering as specified & finished to the required level etc as instructed by site engineer. | Item61 | 12 | Sqm |
| 63 | 42 | Doors/ Windows/ Ventilators/ Partitions/ False Ceiling/ Rolling Shutter/ Grills/ Gates/ Structural Steel/ Fencing/ Roof sheeting/ SS Hand railing works\nNote:\na. Alluminium doors and windows shall be fixed on granite/ marble framework. The items shall also include providing and filling approved silicon sealant as required to ensure water tightness, protection of installed items.\nb. No extra payment will be made towards wastage. | Item62 | ||
| 64 | 43 | Providing & Fixing 15mm thick densified regular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture spintone/cosmos / Hexa or equivalent of size 595 x 595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38mm made from 0.33mm thick (minimum) sheet, spaced 1200mm centre to centre, and cross \"T\" of size 24x28mm made out of 0.33mm (Minimum) sheet, 1200mm long spaced between main'T' at 600mm centre to centre to form a grid of 1200x600mm and secondary cross 'T' of length 600mm and size 24 x28mm made of 0.33mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600mm panel to from grid of size 600x600mm resting on periphery walls / partitions on Perimeter wall angle pre- coated steel of size(24x24X3000mm made of 0.40mm thick (minimum) sheet with the help of rawl plugs at 450mm centre to centre with 25mm long dry wall screws @ 230mm interval and laying 15mm thick densified edges calcium silicate ceiling tiles of approved texture (Spintone/Cosmos/hexa) in the grid including,cutting/ making opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc., wherever required, Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6mm ceiling with 12.5 mm dia and 50mm long dash fasteners, 4mm G.I. adjustable rods with galvanised steel level clips of size 85x30x0.8 mm spaced at 1200mm centre to centre along main'T', bottom exposed with 24mm of all T-sections shall be pre-painted with polyester baked paint for all heights,as per specifications,drawings & as directed by engineer-in- charge. Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames /opening (cut outs) having area less than 0.30 sqm.The calcium silicate tile shall have NRC value of 0.50(Minimum), light reflection > 85%, non - combustible as per B.S. 476 part IV, 100% humidity resistance & also having thermal conductivity<0.043 w/m 0 KC | Item63 | 578 | Sqm |
| 65 | 44 | Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogeneous fine cellular structure having smooth outer integral skin having 62mm width and 32mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38mm x 4mm & PVC solvent cement, including fixing the frame to wall with suitable dia and length anchor fastener as per manufacturer's specification and direction of Engineer-in-charge. | Item64 | 25 | RM |
| 66 | 45 | Providing and fixing panelling or panelling and glazing in panelled or panelled & glazed shutters using Decorative plywood ,5 ply, 9 mm thick both side decorative veneer (Type 1) conforming to IS 1328 BWR type for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : | Item65 | 50 | Sqm |
| 67 | 46 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately). For shutters of doors, windows & ventilators with Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | Item66 | 6895 | Kg |
| 68 | 47 | Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | Item67 | 250 | Kg |
| 69 | 48 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . | Item68 | ||
| 70 | 48.1 | With float glass panes of 4.0 mm thickness | Item69 | 75 | Sqm |
| 71 | 48.2 | With float glass panes of 6.0 mm thickness | Item70 | 151 | Sqm |
| 72 | 48.3 | With float glass panes of 8.0 mm thickness | Item71 | 76 | Sqm |
| 73 | 49 | Providing and fixing panelling or panelling and glazing in panelled or panelled & glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. 12mm Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS:12823 marked. | Item72 | 76 | Sqm |
| 74 | 50 | False Ceiling - Fire Resistant Gypsum Board:i) 12.5 mm thick tapered edge fire resistant Gypsum Board conforming to IS: 2095- PART-I | Item73 | 132 | Sqm |
| 75 | 51 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length,jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire as per IS 4454 Part-I & M.S. top cover of required thickness for rolling shutters:- 80x1.25mm MS laths with1.25 mm thick top cover.\nNote: Item rate includes mechanical device chain and crank operation for operating rolling shutters. | Item74 | 52 | Sqm |
| 76 | 52 | Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm) | Item75 | 10 | Sqm |
| 77 | 53 | Providing and fixing double action hydraulic floor spring With stainless steel cover plate of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot & single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Site In-Charge. | Item76 | 24 | EA |
| 78 | 54 | Providing and fixing IS : 3564 marked aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete. | Item77 | 24 | EA |
| 79 | 55 | Providing & fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868 )transparent or dyed to required colour or shade with necessary screws etc. complete : 250x10 mm | Item78 | 24 | EA |
| 80 | 56 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Item79 | 24 | EA |
| 81 | 57 | Providing and fixing brass stop cock of approved quality(15 MM ) | Item80 | 16 | EA |
| 82 | 58 | Providing and fixing brass bib cock of approved quality :(15 mm) | Item81 | 16 | EA |
| 83 | 59 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with Powder coated minimum thickness 50 micron aluminium tubular handle bar, SS screws etc .complete as per direction of Site In-Charge. | Item82 | 48 | EA |
| 84 | 60 | Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | Item83 | 22 | EA |
| 85 | 61 | Providing & fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS:1868 with minimum anodic coating of grade AC 25 of approved design/pattern, with approved standard section & fixed to the existing window frame with C.P.brass /stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Site Engineer.(Only weight of grill to be measured for payment) | Item84 | 1187 | Kg |
| 86 | 62 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Site Engineer (Door handle, Pivot, lock and stopper etc. are included in the item except Floor spring).\nNote: \na. Rate to include water tight sealing of glass to glass joints with Sillicone sealants whereever applicable.\nb. Glazing of Control room West side is to be operated under same item at no extra cost to IOC including all SS clamps/ brackets between glass panels. | Item85 | 2 | Sqm |
| 87 | 63 | Structural steel work in all sections fixed with or without connecting plate including bolts, cutting, hoisting, fixing in position and including Surface preparationof the structures as per SA 2.5 & painting the same with 2 coats of P3 primer, and 2 coats of F6 finish paint of approved colour and shade as per enclosed specifications & as per site direction.\n | Item86 | 34 | Ton |
| 88 | 64 | Structural steel work in built up sections/ framed work in gratings, frames,guard bar,ladder,railing,gates and similar works including cutting,hoisting,fixing inposition & applying a priming coat of approved steel primer wtc. As required. | Item87 | 320000 | Kg |
| 89 | 65 | Providing & fixing Stainless steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (all fittings included) including fixing of the pipe with clamps at 1.00m spacing including cutting and making good the walls including testing of joints complete as/direction of Engineer in charge. Exposed on walls or concealed in walls /others | Item88 | ||
| 90 | 65.1 | 34.00 mm OD SS pipe | Item89 | 170 | M |
| 91 | 65.2 | 48.60mm OD SS pipe | Item90 | 170 | M |
| 92 | 66 | Providing & fixing MS grills of required pattern in frames of windows etc. with M.S. flats, square or round bars ncluding mechanical cleaning of the structures SA 2.5 & painting the same with 2 coats of P3 primer, and 2 coats of F6 finish paint of approved colour and shade as per enclosed specifications & as per site direction etc. all complete. | Item91 | 100 | Kg |
| 93 | 67 | Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10metre openable length(total length 90m) having 50 nos. rounds per 6 metre length, upto 3 m height of wall with angle iron 'X' shaped placed 3.00 m apart and with 6 horizontal R.B.T. reinforced barbed wire,stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Site In-Charge with reinforced barbed tape (RBT)/ Spring core(2.5mm thick)wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478gm/metre.(cost of M.S.angle,C.C.blocks shall be paid separately) | Item92 | 2700 | M |
| 94 | 68 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia GI wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge using hot dipped galvanised wire of 4mm dia (The rate for civil works for excavation, brick masonry, PCC shall be paid separately) | Item93 | 860 | M2 |
| 95 | 69 | Providing & fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Site In-Charge) of bare metal thickness 0.50mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, with 5-7 micron epoxy primer and polyester top coat of 15-18 micron on both sides,total coated thickness(TCT) of 0.58mm.Sheet shall have protective guard film of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m or as desired by Site In-Charge.\nNote: Rate inlcudes providing water tight sealing with Sillicone Sealant for all the joints wherever applicable. | Item94 | ||
| 96 | 69.1 | Profile Sheet for roofing & cladding | Item95 | 320 | Sqm |
| 97 | 69.2 | Plain Sheet for Ridges & Barge Boards (500 - 600mm) | Item96 | 12 | Sqm |
| 98 | 69.3 | Plain sheet for Flashings/ Aprons.( Upto 600 mm) | Item97 | 30 | Sqm |
| 99 | 69.4 | Plain Sheet for Gutter .(600 mm over all girth). | Item98 | 5 | Sqm |
| 100 | 69.5 | UV stabilised 2 mm thick plain FRP sheet | Item99 | 26 | Sqm |
| 101 | 70 | Supply, providing, fixing of Rubber fenders using minimum 300 mm wide & 50 mm thick high quality hard wearing UV resistant, suitable for heavy impact SBR rubber with drilled holes @ every 1 m c/c minimum for loading/ unloading platform of Warehouse with necessary studs, fasteners on to the nosing channel/ angle & as per the directions of Site Engineer. | Item100 | 25 | M |
| 102 | 70.1 | Water Proofing Works | Item101 | ||
| 103 | 71 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs,balconies,terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thickjointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 andapproved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster & finally finishing surface with trowel with neat cement slurry and making pattern of 300x300mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Engineer-in-Charge : with average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Item102 | 1781 | Sqm |
| 104 | 72 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design by chasing 75x75mm deep. | Item103 | 200 | M |
| 105 | 73 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size ) over the P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. | Item104 | 50 | EA |
| 106 | 74 | Providing & laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment & sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Item105 | 25 | Sqm |
| 107 | 74.1 | Sanitary Plumbing/ Drainage/ Borewell Works | Item106 | ||
| 108 | 75 | Supply, fixing, testing and commissioning of vitreous china wall mounted type European water closet with health Faucet of approved make (M/s Hindware - CORNICE Model or approved equivalent IVORY COLOUR) with Anti-bacterial, germ-free ceramic surface, Water saving dual flush (3/6 ltrs) Ceramic Cistern. Item includes Quiet close seat & cover, SS hinges & rubber buffers for the covers, rag bolts for mounting the unit, concealed P trap, etc as per standards; All accessories forming part of the unit shall be consideredincluding connection from the Stop cock to the EWC by means of SS flexible pipe of required diameter. | Item107 | 5 | EA |
| 109 | 76 | Supply fixing,testing and commissioning of vitreous china/stone under counter round wash basin (M/s. Hindware - round under counter, Cat No: 10065, IVORY COLOUR or approved equivalent) with Chrome-plated cap for overflow hole CP brass waste assembly (M/s. JAL Make Cat No: 1052 or approved equivalent), CP brass bottle trap with extension piece (M/s. JAL Make Elegant model 32 mm Cat No: 1861 or approved equivalent), wall flanges and rubber adapters for waste connection, fixing in granite platform.; Supply & fixing of pressmatic taps (pillar cock auto shut pillar tap) [Ms. JAL Make Cat No: 76210 or approved equivalent] and making good the walls floors wherever required complete. | Item108 | 6 | EA |
| 110 | 77 | Supply & fixing,testing and commissioning of vitreous chinaware flush back urinal of Size 710 X 450 X 330mm (M/s Hindware, OLYMPUS IVORY COLOUR or approved equivalent) with overhead spray hole, built in water seal, mounted on Z brackets as per manufacturer's recommendations, M/s Jal make or equivalent pressmatic wall mounted flush (Cat no: 311 or equivalent) with SS flexible hose cpnnected to the urinal , required size of CPVC piping for the inlet & outlet including cutting and making good the walls and floors where required.; Unit shall also include Supplying & fixing concealed type fast flush valve of ( M/s. JAL - concealed flush valve, Cat No: J 287 or approved equivalent) with control cock of 32 mm with operation plate . All accessories forming part of the unit shall be considered. | Item109 | 2 | EA |
| 111 | 78 | Supply fixing testing and commissioning of Aerosol dispensor (M/s. Aero Fresh Cat no: DC 321 or approved equivalent) with battery and first fill of fragrance including fixing etc complete as required. | Item110 | 6 | EA |
| 112 | 79 | Supply, fixing, testing and commissioning of solid state, no touch operating, fully hygienic SS hand drier (M/s. Aero fresh, Prima 1 model or approved equivalent) with blower, continuous repeat usage, ON/ OFF controls including providing necessary bracket, cable from drier to plug, plug top key and lock etc. complete as required. | Item111 | 3 | EA |
| 113 | 80 | Supply,fixing,testing and commissioning of fully hygienic liquid soap dispenser with metallic bottle (M/s. Jaquar Make Cat No: 1137 N or approved equivalent) including providing necessary bracket for fixing as required including cutting & making good the wall etc complete. | Item112 | 3 | EA |
| 114 | 81 | Supply & fixing of SS toilet paper holder of recessed type (Jaquar Make Cat No: 1553 or approved equivalent),including cutting and making good the walls wherever required etc complete | Item113 | 5 | EA |
| 115 | 82 | Providing & fixing CP Brass towel rack 600 mm long (M/s. Jaquar Make Cat No: 35781 without lower hangers or approved equivalent) including making good the walls etc complete. | Item114 | 6 | EA |
| 116 | 83 | Supplying and fixing Robe Hooks (M/s. Jaquar, Cat no: 1191N or approved equivalent) for the WC areas. | Item115 | 6 | EA |
| 117 | 84 | SOAK PIT 2.5M DIA X 3M DEPTH:Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 50 and S.W.drain pipe 100 mm diameter, 1.8 m long complete as per standard design.with common burnt clay bricks of class designation 50 | Item116 | 4 | EA |
| 118 | 85 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Item117 | 8000 | Litre |
| 119 | 86 | Providing and fixing 600x450 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 complete. The hardboard shall be painted with 2 coats of S/E paint on exposed surfaces | Item118 | 6 | EA |
| 120 | 87 | Providing and fixing on wall face unplasticised Rigid PVC soil/ waste water pipes conforming to IS:13592 Type B including jointing with seal ring /clamp conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes inlcuding all bends & specials. | Item119 | ||
| 121 | 87.1 | 75 mm diameter | Item120 | 75 | M |
| 122 | 87.2 | 110 mm diameter | Item121 | 132 | M |
| 123 | 87.3 | 160 mm diameter | Item122 | 75 | M |
| 124 | 88 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall | Item123 | ||
| 125 | 88.1 | 15 mm nominal outer dia .Pipes. | Item124 | 34 | M |
| 126 | 88.2 | 20 mm nominal outer dia .Pipes. | Item125 | 34 | M |
| 127 | 88.3 | 25 mm nominal outer dia .Pipes. | Item126 | 34 | M |
| 128 | 88.4 | 32 mm nominal outer dia .Pipes. | Item127 | 34 | M |
| 129 | 88.5 | 40 mm nominal outer dia .Pipes. | Item128 | 34 | M |
| 130 | 88.6 | 50 mm nominal outer dia .Pipes. | Item129 | 34 | M |
| 131 | 89 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc. | Item130 | ||
| 132 | 89.1 | 15 mm nominal outer dia .Pipes. | Item131 | 30 | EA |
| 133 | 89.2 | 20 mm nominal outer dia .Pipes. | Item132 | 30 | EA |
| 134 | 89.3 | 25 mm nominal outer dia .Pipes. | Item133 | 30 | EA |
| 135 | 89.4 | 32 mm nominal outer dia .Pipes. | Item134 | 30 | EA |
| 136 | 90 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | Item135 | ||
| 137 | 90.1 | 25 mm nominal bore | Item136 | 8 | EA |
| 138 | 90.2 | 32 mm nominal bore. | Item137 | 2 | EA |
| 139 | 90.3 | 40 mm nominal bore | Item138 | 2 | EA |
| 140 | 90.4 | 50 mm nominal bore | Item139 | 2 | EA |
| 141 | 91 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 50 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600 x 850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : | Item140 | 4 | EA |
| 142 | 91.1 | ROAD WORK | Item141 | ||
| 143 | 92 | Preparation and consolidation of sub grade with Vibratory road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises. | Item142 | 150 | Sqm |
| 144 | 93 | Providing & laying 100mm thick factory made Pre-cast cement concrete interlocking paver block of M 40 grade made by block making machine with strong vibratory compaction & of approved size and design/ shape /shade and as per IOCL's specifications. The paver block will have peripheral chamfer,with average crushing strength more than 40 N/Sq.mm as/ BS6717 Part -1(1986), maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length & width and +/- 3mm on on thickness. The job includes supplying & laying a layer of 50mm thick clean course sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand,compacting with machine vibrator to required line and level, etc. complete.(Payment for provision of edge restraints shall be made separately);- Grey or Coloured 100mm thick paver blocks. | Item143 | 12000 | Sqm |
| 145 | 94 | Providing & laying 80mm thick factory made Lacquered finish Grey/ Coloured Pre-cast cement concrete, interlocking paver block of M 40 grade made by block making machine with strong vibratory compaction & of approved size and design/ shape ,shade and manufacturers and as per IOCL's specifications. The paver blocks shall have peripheral chamfer, with average crushing strength than 40 N/Sq.mm as per IS15658 maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length & width and +/- 3mm on thickness. The job includes supplying & laying a layer of 50mm thick clean course sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand,compacting with machine vibrator to required line and level, etc. complete .(Payment for provision of edge restraints shall be made separately) | Item144 | 150 | Sqm |
| 146 | 95 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of up to 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, aying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,Vacumm dewatering, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, painting for consruction joint etc complete as per direction of Engineer-in-charge (Item of joint fillers & sealants for expansion joint, dowel bars with sleeve/ tie bars to be paid separately). Item also includes provision of hardners. Note:- Cement content considered in M-30 is @ 340 kg/cum. Less cement used as per design mix is recoverable separately. No extra payment for excess cement if used shall be payable. | Item145 | 7500 | Cum |
| 147 | 96 | Construction of granular sub-base(GSB) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value -30, Thickness as desired ( in layers not exceeding 200 mm) by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and roller to achieve the desired density, complete as per specification compacting with vibratory power & direction of Engineer-in-charge. | Item146 | 20 | Sqm |
| 148 | 97 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) (in layers of not more than 150 mm ) wet mix macadam (WMM) specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications of Engineer-in- charge. | Item147 | 16000 | Cum |
| 149 | 98 | Providing and making expansion joint 25 mm wide including supplying & providing 25 mm thick bitumen impregnated fiber board (Shalitex of M/s.Shalimar or approved equivalent). The top 15mm of the joint shall be cleaned and filled with putty sealing compound (M/s.Fosroc - NITOFLOR FC 140 / Pidilite or equivalent) including cleaning, providing 32 mm dia Dowel bar with 40 mm Dia, 150 long G.I. pipe (Heavy Duty) with cap & filled with cotton waste etc complete as per drawings and as per directions of the site engineer. \nNote: \na. The joint & the fiber board shall be for the entire depth of the concrete slab | Item148 | 1850 | M |
| 150 | 99 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge. | Item149 | 2700 | Cum |
| 151 | 100 | Separation Membrane of impermeable plastic sheeting 125 micron thick sqm 12.00 | Item150 | 30612 | Sqm |
| 152 | 101 | Dismantling manually/by mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as per direction of Engineer-in-charge : | Item151 | ||
| 153 | 101.01 | Bituminous road including WBM | Item152 | 100 | Sqm |
| 154 | 102 | Demolishing C.C. /R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1000m, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | Item153 | 12 | Cum |
| 155 | 103 | Service Water / Drain Works\nProviding and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. for Service Water & other external applications. Rate is inclusive making, providing all specials for jointing etc | Item154 | ||
| 156 | 103.01 | with B class 25 mm dia NB | Item155 | 50 | M |
| 157 | 103.02 | with B class 50 mm dia NB | Item156 | 50 | M |
| 158 | 104 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): | Item157 | ||
| 159 | 104.01 | with 25 mm dia NB | Item158 | 5 | EA |
| 160 | 104.02 | with 50 mm dia NB | Item159 | 5 | EA |
| 161 | 105 | Providing and fixing gun metal non- return valve of approved quality (screwed end): | Item160 | ||
| 162 | 105.01 | with 25 mm dia NB horizontal | Item161 | 5 | EA |
| 163 | 105.02 | with 50 mm dia NB horizontal | Item162 | 5 | EA |
| 164 | 106 | Constructing masonry Chamber 30x30x50 cm, inside with 50 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100 x 100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design, with Common burnt clay bricks of class designation 50 | Item163 | 4 | EA |
| 165 | 107 | Providing and laying NP2 / NP3 class R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete: Medium Duty, Laying Mechanically/manual | Item164 | ||
| 166 | 107.01 | 150 mm dia pipe - NP2 | Item165 | 180 | M |
| 167 | 107.02 | 250 mm dia pipe - NP3 | Item166 | 180 | M |
| 168 | 107.03 | 300 mm dia pipe - NP3 | Item167 | 180 | M |
| 169 | 107.04 | 600 MM dia pipe - NP3 | Item168 | 280 | M |
| 170 | 107.05 | 900 MM dia pipe - NP3 | Item169 | 280 | M |
| 171 | 108 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. | Item170 | ||
| 172 | 109 | Inside size 90 x 80 cm and 45 cm deep including C.I. cover with frame (Heavy duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : with Common burnt clay bricks of class designation 50 | Item171 | 8 | EA |
| 173 | 110 | Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay bricks of class designation 50 | Item172 | 8 | EA |
| 174 | 111 | Extra for depth for manholes Size 90x80 cm, With common burnt clay bricks of class designation 50 | Item173 | 8 | M |
| 175 | 112 | Extra for depth for manholes Size 120x90 cm, With common burnt clay bricks of class designation 50 | Item174 | 8 | M |
| 176 | 113 | Providing & installing turbo air ventilator on shaft having following specifications : ventilator dia - 28”, throat (Neck) dia. - 21” and 36 Aluminum fins of 0.5 mm thickness, M.O.C. complete stainless steel 304 with fins & rivets of aluminum. These are supported on FRP base with profile matching to Zinc Aluminum shaft. The thickness of FRP shafts shall be 1.8 to 2 mm and length 1800, width shall be 0.6 to 0.8 meter (to match with galvalume sheet) and color milky white, semi-transparent type. | Item175 | 8 | EA |
| 177 | 114 | Furniture Items for Office use | Item176 | ||
| 178 | 114.01 | Kent Grand Plus 8- Litre mineral RO+UV/UF with TDS controller water purifier or Equivalent approved make as per EIC | Item177 | 1 | EA |
| 179 | 114.02 | Lettering with paint of approved colour and brand (unit/letter/cm ht) | Item178 | 20000 | EA |
| 180 | 115 | TOTAL ESTIMATED VALUE OF WORK AGAINST SL NO : 1 TO 140 ABOVE INCLUDING ALL TAXES & DUTIES, ROYALTIES, CESS, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES ( IF ANY ) OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST. | Item179 |
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