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| 1 | CLEARING JUNGLE, UPROOTING GRASS, TREES |
| 2 | Clearing of grass, brush, saplings, small trees measuring up to 1 M from NGL as per site condition and removal of the rubbish outside site premises and at unobjectionable place. |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth measured at a height of Min.1m above ground level to any height as per site condition and removal of rubbish outside the site and to unobjectionable place as directed by IOCL. |
| 4 | Earthwork: Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means (exceeding 30 cm in depth) 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, disposed earth to be levelled and neatly dressed.Note: a. Any excavation within 300 mm below the NGL shall not be considered for payment. b. Vendor shall consider any extra width required for providing shuttering, shoring, strutting for earth retention etc in his scope which shall not be considered for measurements / payments. c.Tenderers to note that initial & final level survey shall be under taken jointly by the Contractor & IOC Site Engineer for calculation of earth volume using latest Rule in case of land development / cutting works.d. Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks. |
| 5 | In any kind of Soil |
| 6 | Earth Filling: Earth filling with availble or imported earth with by ramming and watering in complete finish level as required.Tenderer to note the following:a) Initial & final level survey shall be under taken jointly by the Contractor & IOC Site Engineer. b) Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks as per the instructions of the Site Incharge. c) Tenderers to note that approval from IOC shall be obtained for the imported earth & quarry used for ass filling & necessary test reports from a Govt Engg Colleges / Universities / NABL Accredited labs (With the approval of IOC) have to be submiited for the parameters specified by IOC prior to undertaking filling in the site. d) Item rate is inclusive of applicable Royalty for the importe dearth / Specific approval to be obtained from concerned Statutory Authorities. Necessary Royalty receipts / NOC to be submitted by the Contractor. e) Net quantity of compacted earth as per initial and final levels shall be paid & no compensation what so ever on account of subsidence of soil etc shall be permitted.f) No Back-filling will be paid; the rate is included in the excavation. |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15 cm in depth, consolidation each deposited layer by ramming and watering, within premises irrespective of lift & lead. 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). The imported earth should have Liquid Limit & Plasticity Index below 20 and 6 respectively. |
| 8 | Controlled earth filling with good quality imported earth from approved source under floors and places with special compaction to achieve dry density of 95% standard proctor density as per instruction of engineer in charge at all heights/ depths. The rate include with transportation, depositing, compaction, dressing trimming complete as desirsed In layers not exceeding 15 cm including watering, consolidating by mechanical means as per specification and direction of E.I.C. 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). Royality certificate to be provided |
| 9 | Supplying and Local sand filling within the grading zone IV of fine aggregates as per latest relevant IS specifications, in plinth, under floors etc. in layers not exceeding 15 cm in depth, each deposited layer to be compacted by ramming watering and dressing complete. Sand with high silt content shall not be allowed. |
| 10 | DRAINAGE SYSTEM AND CULVERT |
| 11 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to any level: Providing and laying in position,Ready Mixed or machine batched, machine mixed as per the approved design mix of specific grade of cement concrete for plain / reinforced cement concrete work, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, using cement content as per approved design mix, including pumping of concrete to site of laying excluding the cost of centering, shuttering, reinforcement, including admixtures (if any) in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, improve work ability without impairing strength and durability as per direction of Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Use of Less cement than specified for the grade will not be permitted. However in case of excess requirement of cement with respect to minimum cement content; as per the approved design mix; the same shall be in the scope of bidder & no extra payment shall be made on this account. Cement used should be of Ordinary Portland Cement (OPC) Grade - 53 (Minimum). (virgin plastic of 100 micron to be provided under PCC and RCC; the rate is included in the item.) |
| 12 | PLAIN CEMENT CONCRETE (PCC) |
| 13 | Providing & Laying PCC - M15 Grade (Minimum Cement Content - 240 Kg/CuM) |
| 14 | Providing & Laying PCC - M10 Grade (Minimum Cement Content - 220 Kg/CuM) |
| 15 | REINFORCED CEMENT CONCRETE (RCC) |
| 16 | Providing & Laying RCC - M20 Grade (Minimum Cement Content - 320 Kg/CuM) |
| 17 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. as per direction by E.I.C and attached specification |
| 18 | 12 mm cement plaster of mix 1:4 (1 cement: 4 Coarse sand) |
| 19 | 12 mm cement plaster of mix 1:6 1 cement: 6 Coarse sand) |
| 20 | 15 mm CEMENT PLASTER1:4 WITH COARSE SAND:iii) 15mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) on each side |
| 21 | RCC DRAIN COVER |
| 22 | Providing and fixing factory made pre cast RCC perforated drain covers, having concrete of strength not less than M-25, of size (1000 / 1200 / 1500 ) width x 450 mm length x 50 mm, reinforced with 8 mm dia Six nos longitudinal & 9 nos crosssectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50mm x 1.6mm complete, all as per direction of Engineer-in-charge as required. (MANUAL MOVEMENT AREA ONLY) |
| 23 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to any level: Providing and laying in position,Ready Mixed or machine batched, machine mixed as per the approved design mix of specific grade of cement concrete for plain / reinforced cement concrete work, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, using cement content as per approved design mix, including pumping of concrete to site of laying excluding the cost of centering, shuttering and reinforcement steel, including admixtures (if any) in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, improve work ability without impairing strength and durability as per direction of Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Use of Less cement than specified for the grade will not be permitted. However in case of excess requirement of cement with respect to minimum cement content; as per the approved design mix; the same shall be in the scope of bidder & no extra payment shall be made on this account. Cement used should be of Ordinary Portland Cement (OPC) Grade - 53 (Minimum). (virgin plastic of 100 micron to be provided under PCC and RCC; the rate is included in the item.) |
| 24 | Providing & Laying RCC - M25 Grade (Minimum Cement Content - 330 Kg/CuM) |
| 25 | Prepartion of fabrication drawings including bill of materials, getting approval from consultant/Client, including supply of raw materials, fabrication of GI grating in panel size as per drawing, fabricated from MS Flat 25x6 and 25x3 or as per drawings, including surface prepartion by sand / grit blasting to Swedish Standard SA 2½ or chemically cleaned in acid bath for hot dip galvanising coating not less than 610GSM, including loading, transportation to site, unloading, storage and handling at site ,erection at appropriate loaction, level, including all necessary cutout in grating shall be made if required, including alignment welding of grating on supporting beams in true to line, level & dimension, touchup painting wherever required. The work shall be completed in all respect as per drawings and technical specification and direction of the Engineer-in-Charge. (Payment shall be made based on approved fabrication drawings) |
| 26 | RCC ROAD |
| 27 | Preparation and consolidation of sub grade with the help of a vibratory roller of minimum 8 to 12 Ton static weight or with plain drum or pad foot-drum or heavy pneumatic tyred roller of minimum 200 to 300 kN weight having a minimum tyre pressure of 0.7 MN/m2 or equivalent capacity roller capable of achieving the required compactionafter 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 under optimum moisture conditions to give at least 95% of maximum dry density (proctor) and disposal of surplus earth within premises as per Direction of Engineer-in-Charge. The item includes for laying, spreading and dressing of excavated soil on sides of the roads for making footpaths, walkways etc. for any area, heights and depth including achieving at least 95% of maximum dry density (proctor) as per Direction of Engineer-in-Charge. |
| 28 | 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 self propelled paver finisher or motor grader on prepared surface and with the help of a vibratory roller of minimum 8 to 10 Ton static weight to achieve at least 98% of maximum dry density (proctor) under optimum moisture conditions, complete as per specification compacting with vibratory power & direction of Engineer-in-charge. |
| 29 | With material confirming to grade-I (size 75 mm to .075 mm) having CBR value -30, Thickness as desired 150 mm thick |
| 30 | With material confirming to grade-II (size 53 mm to .075 mm) having CBR value -30,Thickness as desired 100 mm thick |
| 31 | 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 Optimum Moisture Content in mechanical mix plant, carriage of mixed material by tipper to site, for all leads and lifts, laying in uniform layers with self propelled 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 at least 98% of maximum dry density (proctor) under optimum moisture conditions, complete as per specifications of Engineer-in- charge for 150 mm Thickness. |
| 32 | Embankment Construction with Material Obtained from Borrow Pits or avaialble/imported earth, gravel, sand, murrum etc. (Construction of embankment with approved material obtained from borrow pits or avaialble/imported earth, gravel, sand, murrum with all lifts and leads, tranporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2(Including cost of testing of materials at site and laboratory as directed by the deptt.) |
| 33 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to any level: Providing and laying in position,Ready Mixed or machine batched, machine mixed as per the approved design mix of specific grade of cement concrete for plain / reinforced cement concrete work, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, using cement content as per approved design mix, including pumping of concrete to site of laying excluding the cost of centering, shuttering and reinforcement steel, including admixtures (if any) in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, improve work ability without impairing strength and durability as per direction of Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Use of Less cement than specified for the grade will not be permitted. However in case of excess requirement of cement with respect to minimum cement content; as per the approved design mix; the same shall be in the scope of bidder & no extra payment shall be made on this account. Cement used should be of Ordinary Portland Cement (OPC) Grade - 53 (Minimum). (virgin plastic of 100 micron to be provided under PCC and RCC; the rate is included in the item.) |
| 34 | Providing & Laying PCC - M10 Grade (Minimum Cement Content - 240 Kg/CuM) |
| 35 | REINFORCED CEMENT CONCRETE |
| 36 | Providing & Laying RCC - M30 Grade (Minimum Cement Content - 340 Kg/CuM) |
| 37 | PAVER BLOCK |
| 38 | Providing & laying 80mm 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 manufacturers 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 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);- Grey or Coloured 80mm thick paver blocks |
| 39 | PCC AREA AROUND DRAIN AND OTHER |
| 40 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to any level: Providing and laying in position,Ready Mixed or machine batched, machine mixed as per the approved design mix of specific grade of cement concrete for plain / reinforced cement concrete work, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, using cement content as per approved design mix, including pumping of concrete to site of laying excluding the cost of centering, shuttering and reinforcement steel, including admixtures (if any) in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, improve work ability without impairing strength and durability as per direction of Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Use of Less cement than specified for the grade will not be permitted. However in case of excess requirement of cement with respect to minimum cement content; as per the approved design mix; the same shall be in the scope of bidder & no extra payment shall be made on this account. Cement used should be of Ordinary Portland Cement (OPC) Grade - 53 (Minimum). (virgin plastic of 100 micron to be provided under PCC and RCC; the rate is included in the item.) |
| 41 | Providing & Laying PCC - M10 Grade (Minimum Cement Content - 240 Kg/CuM) |
| 42 | REINFORCEMENT & EMBEDMENTS |
| 43 | a) Wastage in cutting will not be paid for. Only steel actually fixed in position will be paid by the linear measurement Chairs, Spacers & dowels shall not be paid separately. Only authorized hooks and laps approved in bar bending schedule shall be paid. Lapping of bars will be allowed only where the required bar length exceeds the standard lengths available. All other laps provided unless otherwise specified in the drawings shall not be measured and paid for. Weight of binding wire shall not be measured for payment. The prices are to include for the supply of all Reinforcement & Embedment at site by the Contractorb) Reinforcement are to be tack welded in addition to binding by 18 SWG annealed wire wherever necessary to impart fixity. Bars of 28 mm dia. & above shall also be provided with stitch weld in additions to binding with annealed iron wire and nothing extra will be paid for stitch welding. Stitch welding shall be done as per IS specifications. No extra claim shall be entertained on this account.c) Approved Make for Reinforcement Steel:i) TISCOii) SAILiii) RINL(VIZAG STEEL)iv) ESSARv) JINDAL STEEL AND POWER |
| 44 | REINFORCEMENT STEEL:-STEEL REINFORCEMENT : Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels. The chairs and spacer bars provided will not be Measured for paymenrt. TMT BARS FE- 500 GRADE OR ABOVE : ii)Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786 ( Thumb Rule 1.25 Percentage of RCCx78.5(sp wt)x100, for Pilling 0.6 percentage x78.5x100 NOTE1:- Rate of include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as reinforcement steel, binding wire etc. with all bye works and sundry works complete. NOTE 2 :- chairs, Spacers, Binding wire, wastage etc. shall be to contractor's account. |
| 45 | Misc. Items |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form as per specifications, for : |
| 47 | Roads, Foundations, footings, bases of columns, etc. for mass concrete |
| 48 | Walls (any thickness) including attached pilasters, buttress, plinth and string courses etc. |
| 49 | Lintels, beams plinth beams,girders bressumers, cantilevers, Columns, Pillars, Piers, Abutments, Posts pedestals and Struts. |
| 50 | 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 and applying a priming of approved steel primer using structural steel etc. as required. |
| 51 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes. The rates is inclusive of all fittings, elbows in all complete |
| 52 | 110 mm diameter |
| 53 | 160 mm diameter PVC Rain water pipe |
| 54 | Providing and laying non-pressure NP2 class (light duty) 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 : Light Duty |
| 55 | 300 mm dia. R.C.C. pipe |
| 56 | Providing and laying non-pressure 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 |
| 57 | 600 mm dia. R.C.C. pipe |
| 58 | 900 mm dia. R.C.C. pipe |
| 59 | Providing & laying contraction joint 6 mm thick x 40 mm deep at every 3m (approx) and/or as per drawing filled with bituminous sealant at allheights & location with all byeworks complete as per drawing, standard practice and as directed by the Engineer-in-charge. |
| 60 | Providing & laying expansion joint 20 mm thick with approved bitumen impregnated fibre board in between & sealing the top 25 mm depth withbituminous sealant at all heights & location with all byeworks completeas per drawing, standard practice and as directed by theEngineer-in-charge. |
| 61 | Providing & laying 25 mm dowel bars with metal cap @200 mm c/c acrossthe full road width at expansion joint location as per drawing, standard practice and as directed by the Engineer-in charge. |
| 62 | Dismantling, Demolishing and Relaying Items |
| 63 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at unobjectionable and as per direction of Engineer -in - charge. |
| 64 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site at unobjectionable place& as per direction of Engineer-in-charge |
| 65 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as/direction of Engineer-in-charge. |
| 66 | Demolishing stone masonry manually/ by mechanical means including stacking serviceable material & isposal of unserviceable material out of site at unobjectionable place and as per direction of Engineer-in-charge: |
| 67 | Dismantling Steel work in build up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises |
| 68 | Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within premises |
| 69 | Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within premises: Thickness up to 40 mm |
| 70 | Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within premises: Thickness above 40 mm up to 75 mm |
| 71 | Dismantling manually/by mechanical means including stacking of serviceable material & disposal of unserviceable material of any thickness of outside site at unobjectionable place & as per direction of Engineer-in-charge : Any road including WBM, WMM, Bituminous as per site condition. |
| 72 | 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 & stacking serviceable material within plant primeses as per direction of Engineer - in-Charge |
| 73 | Laying Corporation supplied interlocking paver blocks of any design /shape laid in required line,level,curvature,colour & pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as/ direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
