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| 1 | Mobilisation Charges of all tools & Plants along withaccessories, material, labour, supervision etc. at siteof work required in connection with boring andtesting work, including setting up boring rigs andshifting to different Bore-hole points etc. and alsoincluding withdrawal of same from the site aftercompletion of work, complete as per direction ofEngineer-in-Charge.b) Detailed Investigation |
| 2 | Carriage of all Disturbed & Undisturbed Samplesfrom site of work to the Divisional office or elsewhereincluding loading and unloading as per direction ofEngineer-in-Charge. Detailed Investigation. |
| 3 | Labour for making Bore-Holes of 150mm to 250mmdia. by any standard method to any depth belowground level / bed level in all kinds of soil like clay, ,silt, sand, stiff clay, mixed soils etc. except rocks (forthe purpose of collecting Disturbed & Un disturbedsoil samples, conducting Standard Penetration Testat suitable intervals etc.) including preparation andsubmission of bore-log as per IRC : 75 and 78 andClause 2400 of Specifications for Road & BridgeWorks (5th Revision), Published by IRC, and alsoincluding hire charges of tools and plants completeas per the direction of Engineer-in-Charge.a) When Casing pipe is used to prevent collapse ofbore hole (casing pipe to be finally withdrawn)(iii) Depth greater than 20m and upto 30m |
| 4 | A. Laboratory Investigation:i) Liquid Limit as per IS 2720 (Part – V). |
| 5 | ii) Plastic Limit as per IS 2720 (Part – V) |
| 6 | iii) Grain size analysis by Sieving as per IS 2720(Part – IV). |
| 7 | iv) Grain size analysis by Hydrometer Method asper IS 2720 (Part – IV). |
| 8 | v) Determination of Water Content as per IS2720 (Part – II). |
| 9 | vi) Determination of Specific Gravity as per IS2720 (Part – III). |
| 10 | vii) Direct Shear Test as per IS 2720 (Part – XIII). |
| 11 | viii) Determination of Unconfined CompressionStrength as per IS 2720 (Part – X).a) Undisturbed. |
| 12 | xvi) Tri-Axial Shear Test.a) Determination of Shear strength Parameters of a specimen tested in Unconsolidated Undrained Tri-axialcompression without measurement of pore water pressure as per IS 2720 (Part – XI). |
| 13 | b) Determination of Shear strength Parameters of a specimen tested in Consolidated Undrained Tri-axialcompression Test with measurement of pore water pressure as per IS 2720 (Part – XII). |
| 14 | c) Determination of Shear strength Parameters of a soil from Consolidated Drained Test as per IS 2720 (Part – X). |
| 15 | B Field Investigation:iii) Collection of Samples from the bore hole made as per B-a |
| 16 | (a)Undisturbed |
| 17 | (b) Disturbed |
| 18 | vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.(i)0.0m - 10.0m |
| 19 | (ii)10.0m-20.0m |
| 20 | Preparation and submission of report in 6 (Six)copies, giving all relevant information data like siteplan, Bore log and water table, test results,calculations, discussions, suggestions andrecommendations in respect of suitable foundationetc. including determination of silt factorcalculation of waterways and complete design offoundation including analysis of Bearing Capacitiesand settlements in bound and presentable formcomplete as per direction of Engineer-in-Charge. |
| 21 | Vetting of drawing and design through I.I.T/Jadavpur university/BESU(BE college Shibpur)/N.I.T. or institute of similar repute |
| 22 | Earthwork in excavation from borrow pits (landowned/arranged by the Department) and depositingin layers of 250 mm. including breaking clods inembankment works and to fill up back of abutments,depressions and ruts with an initial lead up to 50 m andinitial lift up to 1.5 m making bunds at top as directeddressing complete. (Borrow pit measurement |
| 23 | Extra rate over Item Nos.1.01 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. |
| 24 | Extra rate over Item Nos.1.01 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. |
| 25 | Earthwork for making embankments or for repairs to embankment, closing breaches etc.including supply and carriage of earth by truck or cart or any other conveyance over land including loading, transporting & unloading all lifts bothways and head load where necessary complete within a total lead ofa) Between 1.00 Km and upto 2.00 km |
| 26 | For compensation for earth for land owned and arranged by the contractor add rs 25.00 per m3 extra over rate of E/W for land owned/arranged by the department. Royalty Charge on earth @ rs.29 per m3 & cesses charges @ rs.5.30 Per m3(i.e. rs 15.00 per cft.) as per government notification which will be paid on production of necessary documents in support of payment made towards the royalties & cesses. |
| 27 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.(i) 12.5 cm av. Diameter |
| 28 | (ii) 20 cm av. Diameter |
| 29 | (iii) 10 cm av. Diameter |
| 30 | Coal tarring on wooden surfaces including cost of materialsa) One Coat |
| 31 | Labour for fitting and fixing 10 cm to 13 cm dia Sal-bullah / Eucalyptus-bullah as ties and runners including necessary nails bolts and nuts |
| 32 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tacklesNote:1) Payment to be made on the length driven Into the ground. Diameter to be measured at 1.5 m. from the thicker end.(ii) 12.5 cm av diameter |
| 33 | (v) 20 cm av diameter |
| 34 | Supplying empty Cement bags in good condition |
| 35 | Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of filling materials, (Earth or sand) and gunny bags. |
| 36 | Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site. |
| 37 | Fitting, fixing bitumen drum sheet to bullah piling and wailing pieces including cutting strenthening drum sheet fixing with country nails @20 cm c/c at top & bottom and bolts St nuts at top & bottom at every joint of drum sheet with a laping of 15 cm. including supply of drum sheet , fixure all complete as per direction of Engineer in charge |
| 38 | Clearing and removal of water hyacinth including weeds, thick and thorny floating jungles and burning to ashes when dry or removing them outside government land including all leads and lifts to stack in a nereby place complete |
| 39 | Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge.(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. |
| 40 | Earth work in excavation of foundation of structuresas per drawing and technical specification,including setting out, removing, spreading orstacking of spoils within a lead of 150 m. as directedand including trimming the sides of the trenches,leveling, dressing and ramming the bottom, andbackfilling with approved material complete as perdirection of the Engineer-in-Charge .I. In all sorts of soil excluding marshy soil & rocks(soft or hard) by manual means.(i) With pumping out water including shoringas required. |
| 41 | Sand filling in foundation trenches and at the backof abutments, wing-walls etc. with good local sandfree from earth in layers not exceeding 15 cm.including inundating each layer by profuse waterand poking and ramming layer by layer completeincluding supply of sand. Quality of sand is to beapproved by the Engineer-in-charge. |
| 42 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(e) soling on dry pavement with one brick on edge on a layer of brick flat(thickness 125 mm plus 75 mm)(a) single brick flat soling (75 mm thick ) |
| 43 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapetsb cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials.(a) In 1:4 proportion. |
| 44 | Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis ofmeasurement of finished quantity of work)(a) With earth obtained from excavation of foundation. |
| 45 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 46 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks / ply wood / steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and directionb) where staging is not requied |
| 47 | a) where staging is requied |
| 48 | Plain / Reinforced Cement Concrete in Substructurewith coarse aggregates of appropriatenominal size and grading, fine aggregate (sand)conforming to proper grading zone, both ofapproved quality, cement and water reducingadmixtures, as necessary, including labour, cost andcarriage of all materials and including preparationof design mix, approval of the same by theEngineer-in-Charge and cost for quality control,sampling, testing etc. all complete as per drawingand technical specification including the cost ofnecessary form work and staging complete as perdrawing and technical specifications.B) PCC Grade M25 |
| 49 | E) RCC Grade M25 |
| 50 | Supplying, fitting and placing HYSD barreinforcement in Sub-structure including initialstraightening, straightening of coils bars, removal ofloose rust (if any), cutting to requisite lengthbending, binding with annealed wire not less than 1mm in size |
| 51 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding / staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface](ii) With 1:3 cement mortar(a) 10 mm thick plaster. |
| 52 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:- Cement 0.152 cu.m per 100 sq.m. |
| 53 | Making sausages Square or Rectangular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside with 10 S.W.G. galvanised square pattern (internal dimension of mesh will be 100 m.m. x 100 m.m. square) galvanised wirenet caging with proper lapping of minimum 150 m.m, and sewing with 12 S.W.G. galvanised wire including cost of all materials, carriage upto site, placing and laying the same in position, after preparing the bed to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces.)d) 3.00 metre x 1 .20 metre nominal section |
| 54 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).(b) 1st class brick ballast |
| 55 | Labour charges for providing filter with well graded 40 m.m. down stone metal / shingles and laying uniformly below pitching on bed, side slopes including preparing bed with earthwork up to 30 cm depth, wherenecessary and compacting as per direction of the Engineer- in - Charge and including all leads and lifts complete but excluding the cost of supply and carriage of stone metals up to site. |
| 56 | Providing and laying pre-cast brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with 1st class kiln burnt bricks in cement mortar including flush pointing onall faces except exposed face which to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m.(Sand, cement mortar mix for making blocks, pointing & plastering is1:4) |
| 57 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly,complete as per manufacturer\"s specification and as per direction of the EIC.In Ground Floor(Two coats) |
| 58 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. Therate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion |
| 59 | Providing and erecting direction and placeidentification retro- reflectorised sign as per IRC :67made of high intensity grade sheeting vide clause801.3, fixed over aluminium sheeting, 2 mm thick witharea exceeding 0.9 sqm supported on a mild steelangle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmlyfixed to the ground by means of properly designedfoundation with M 15 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as perapproved drawing and Clause 801 of Specificationsfor Road & Bridge Works of MoRT&H (7th Corrigenda).. |
| 60 | Add GST @ 18% (CGST+SGST) |
| 61 | Supplying, fitting & fixing street light with 80 mm G.I. pipe (4.0 m long ) and necessary fitting including all cost material , light battery and other equipments and labour charges for fitting as per direction of Engineering-in-Charge ( LED 1 street light pv module: 35w panel solar charging Full sunlight - 8 hrs. Battery Capacity - 5200 mah , Battery nominal voltage - 14.8v) |
| 62 | Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
