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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees & saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish outside the site and to an unobjectionable place. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 3 | i) All kinds of Soil |
| 4 | Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete |
| 5 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge |
| 6 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge. |
| 7 | i) 1:3:6 or richer mix (i/c equivalent design mix) |
| 8 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge |
| 9 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 10 | Carriage charge for disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, stacking, unloading to approved municipal dumping ground/unobjectionable place as/direction of Engg- in-Charge beyond IOCL Premises for all leads and including all lifts |
| 11 | i) Distance upto 1 km |
| 12 | Carriage charge for disposal of earth by mechanical means, including loading, transporting, stacking, unloading to approved municipal dumping ground / unobjectionable place as per direction of Engineer- in-Charge beyond IOCL Premises for all leads and including all lifts. |
| 13 | i) Distance upto 1 km |
| 14 | Preparation and consolidation of sub grade with power 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 |
| 15 | Construction of granular sub-base 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 & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge. |
| 16 | ii) With material confirming to grade-II (size 53 mm to .075 mm) having CBR value -25,Thickness as desired |
| 17 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC 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 & directions of Engineer-in- charge |
| 18 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 19 | Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih 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 as per IS 15658, 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 +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse 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) |
| 20 | ii) M40 grade 80 mm thick reflective type Lacquered finish |
| 21 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. |
| 22 | i) Local Fine Sand within grading zone IV |
| 23 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 24 | iv) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 25 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 26 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level |
| 27 | i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm |
| 28 | Providing & Laying Reinforced cement concrete work in walls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level UP TO FLOOR V LEVEL excluding cost of centering, shuttering, finishing and reinforcement : |
| 29 | i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm |
| 30 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 31 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 33 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 34 | ii) Walls (any thickness) including attached pilasters, buttress, plinth and string courses etc. |
| 35 | iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ) |
| 36 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 37 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 38 | Excavating trenches of required width for pipes, cables etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including taking 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 kinds of soil |
| 39 | iv) Pipes, Cable etc. > 80mm < 300m dia |
| 40 | vii) Pipes,cables etc.> 300mm < 600mm dia |
| 41 | Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks |
| 42 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 43 | Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position & applying a priming coat of approved steel primer etc. as required. |
| 44 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 45 | Providing and fixing 150 mm wide Chicken Wire mesh between junctions of column/beam and walls, fixed with U nails 150 mm centre to centre before plastering the junction. |
| 46 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 47 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 48 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 49 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 50 | Providing Neat cement punning |
| 51 | Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm: |
| 52 | Finishing walls with Acrylic Smooth exterior paint of required shade (2 or more coat applied @ 1.67 ltr/10 sqm over & including priming coat of exterior Primer applied @ 2.20kg/10 sqm) |
| 53 | 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) |
| 54 | Steel work in built up tubular (round,square or rectangular hollow tubes etc) trusses etc. including cutting,hoisting fixing in position and applying a priming coat of approved steel primer, including welded and bolted with special shaped washers etc. complete. |
| 55 | i) Hot finished welded type tubes |
| 56 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 57 | Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place and stacking serviceable material within premises as per direction of Engineer - in-Charge |
| 58 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 59 | Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position & applying a priming coat of approved steel primer etc. as required. |
| 60 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 61 | LAYING & WELDING OF FIRE HYDRANT PIPELINES (UNDER GROUND) IN ZONE- B with Wrapping / Coating Laying and welding (3 runs min.) under ground/ below ground pipelines from supplied MS pipes (pipes to be supplied anywhere within the depot and the contractor shall shift the same to the site of work at no extra cost with all leads and lifts) of the following sizes as described below, including cutting, bevelling and fixing the supplied specials such as elbows, bends, tees, reducers, etc complete and successful hydrotesting the pipeline at a pressure of 10.5 kg/cm2 for a minimum period of 4 Hrs. The job includes Dye Penetration (DP) testing of pipeline joints as per approved QAP. Underground pipelines to be laid at a depth as per site condition/ laying through hume pipes/ culverts & Painting/Coating the same as detailed in the enclosed specifications. ( radiography shall not be done for fire hydrant lines & for lines to be used for water services). Note: a. Civil works for laying of UG hydrant pipeline will be paid separately. b. Wrapping/Coating to be done as per specification given below & detailed specification given in tender document.. c. Any repairs to the defective welding shall be made good at no extra cost to IOCL. i) Surface preparation : Blast cleaning to Sa 2½ ii) Primer : Apply a coat of primer (Coal Tar and solvent based primer) of density 0.90 to 0.95 gm/cm3 and viscosity of 1000-2000 centipoise (Pypkote primer manufactured by IWL or its equivalent) at the rate of 100 gm/sq.m. The primer shall be allowed to dry until the solvent evaporates and the surface becomes tacky. iii) Pypkote AW 4mm tape or equivalent is wound around the pipe in spiral fashion and bonded completely to the primer coated surface of the pipe by thermo fusion process and with recommended overlaps as per manufacturers’ specifications. The overlaps are sealed by the same thermo fusion process. 250mm is left uncoated on either end of the pipe to permit installation and welding. |
| 62 | 400 mm dia pipe |
| 63 | 300 mm dia Pipe |
| 64 | 200 mm dia pipe |
| 65 | LAYING & WELDING OF FIRE HYDRANT PIPELIN |
| 66 | 400 mm dia pipe |
| 67 | 300 mm dia Pipe |
| 68 | 200 mm dia pipe |
| 69 | DISMANTLING WORKS: Dismantling of existing CI/GI/MS/SS pipeline (of any specification) (above ground/ underground) by cold cutting machine / gas cutting including degassing with water as required, dismantling the existing brick masonry/ concrete pedestal including required excavation for U/G pipeline,etc complete as per given IOCL specification and instruction of IOCL including shifting and staking the material within premises. Note: a) Necessary earthwork excavation, if required, shall be part of dismantling works. b) The dismantled pipes, valves & flanges shall be handed over to the safe custody of the Corporation. |
| 70 | 400 mm dia pipe |
| 71 | 300 mm dia Pipe |
| 72 | 200 mm dia pipe |
| 73 | Dismantling & removing-existing equipments: Dismantling and removing the existing CS GATE/ ROSOV/ DBBV/ MOV/ GOV/ NRV/ BALL/ BUTTERFLY/ STRAINERS/ PD METER/AIR ELIMINATOR/ TRV/ PRV/ ARV/Orifice Plate etc. valves of the followings sizes without any damage including removing cable termination wherever required, removing the bolts/nuts/washers, providing proper supports to adjacent pipeline, stacking the same, all leads & lifts etc., complete in all respects as per instructions at site. |
| 74 | 400 mm dia |
| 75 | 300 mm dia |
| 76 | 200 mm dia |
| 77 | Welding of the supplied WNRF/SORF flanges of the following sizes on the pipelines including setting, positioning, setting, welding with min. three runs outside and one run inside (SORF), all leads & lifts etc., complete as per specifications and instructions at site. |
| 78 | 400 mm dia |
| 79 | 300 mm dia |
| 80 | 200 mm dia |
| 81 | Making flanged joints-non metalic gaskets: Making flanged joints between flanges slip on and blind flange including supplying and fixing 3 mm thick non metallic gaskets, nuts, bolts of approved make for the following sizes, as per IOCL specifications and site instructions. The flange joint shall also include providing and fixing copper strip (3mm thick, 35 mm to 50 mm wide strip) for bonding of product pipelines including provision of lugs. |
| 82 | 400 mm dia |
| 83 | 300 mm dia |
| 84 | 200 mm dia |
| 85 | Fixing & Installation of the supplied ROSOV / DBBV / MOV / GOGV / PLUG VALVE / CS GATE VALVE / QUARTER TURN VALVE / BALL VALVE /STRAINERS/ PD METER/AIR ELIMINATOR/ TRV/ PRV/ ARV/Orifice Plate etc. of the following sizes on the pipeline including supplying and fixing 3 mm thk SW SS gaskets, studs/nuts etc of approved make for the following sizes as per specifications and site instructions. Note: The rate quoted for the above items should include: a. mechanical cleaning/greasing of the valves after erection. b. Painitng with approved make and colour the valves/ fittings etc. with two coats of P3 primer and two coats of F4 finish paint of approved colour and shade as per colour coding specifications for fittings on product/ fire hydrant lines. c. Fittings on ethanol service shall be provided with PTFE gaskets 3mm thk. d. Both the flanged joints shall also include providing and fixing multistrand copper strip / flat for bonding of product pipelines wherever required. |
| 86 | 400 mm dia |
| 87 | 300 mm dia |
| 88 | 200 mm dia |
| 89 | Transportation of equipment like valve/pipeline etc. from one location to another location including enroute all taxes, levies and unloading/loading by a suitable vehicle exclusively for this purpose |
| 90 | Transportation of valve/equipment weight upto 10 MT : 0 - 30 Km |
| 91 | Transportation ofv alve/equipment weight upto 10 MT:Extra for each addtnl. Km above 30km. Distance will be calculated at one way basis. |
| 92 | Supply of following CS Slip-on Rasied Face (SORF) Flange, 125 AARH as per ASTM A105 DIM. ASME B16.5 Class 150 |
| 93 | 400 NB |
| 94 | 300 NB |
| 95 | 200 NB |
| 96 | Supply of following BLRF flanges As per ASTM A- 105 Class 150; ANSI B 16.5 |
| 97 | 300 mm dia |
| 98 | PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule STD or as required based on connecting pipeline thickness as per ASME B 16.5. Generally pipelines 16\\" and above- thickness is 7.14 mm, Pipelines dia 6\\" to 14\\" - thickness is 6.35 mm, Pipelines 4\\" and below 4.78 mm. Note: The quantities given are only indicative. The actual quantities to be supplied will be based on the finalized drawing for pipeline routing, as per site requirements and to be approved by the site engineer. 45 Deg LR ELBOW (1.5D) |
| 99 | 400 mm dia |
| 100 | 300 mm dia |
| 101 | 200 mm dia Please Enable Macros to View BoQ information |
