BoQ1Tender Inviting Authority: EE RWD Neemchack BathaniBoQ_Ver2.02YesName of Work: Construction of P.C.C. Gali Drain At Mahkar village in Khizarsarai Block Under I.A.P. Scheme.BoQ_Ver2.0Contract No: Civil Works/YesBidder Name:Excess ( + )%Less (-)SCHEDULE OF WORKS (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)Excess ( + )Sl.No.Description of workNo. orQty.UnitEstimated RateAMOUNT Rs. P1FigureWords1.00Providing cleaning of Gali do-------do all complete job.20.00each176.0003520.001BR-12R-404 Sub-Head 1.1 - Site clearance, Dismantling & setting out1Nil0.00000012.00Dismantling of Brick Soling .do.do all completed job.428.92/m2193.19082863.052Clearing grass and removal of rubbish up to a distance of 30m outside the peripheri of the area as per technical spc 2011Hectare17137.763.00Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5210.39/m3291.87061406.533II .Dismantling Brick/Tile WorkDismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 of Specification of Rural Roads .(B) Cement mortar53.84Cum225.474.00Filling in foundation trenched as per drawing and technical specification clause 305.3.9.125.78/M3503.32063307.594Removing all types of damaged Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads (A) Upto 600 mm dia Hume pipe26.7Mtr108.245.00Providing 100A brick flat soling joints filled with local sand including coast of watering taxes and royalty all complete as per specification and direction of E/I.409.62/M2255.240104551.415(C) Above 900 mm dia Hume pipe7.7Mtr250.66.00Providing 100A brick on edge soling (old serviceable bricks) joints filled with local sand including coast of watering taxes and royalty all complete as per specification and direction of E/I.428.92/M251.15021939.266Removal of Telephone/Electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department. Disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical specification clause 202.3Each110.267.00Construction of un-reinforcement, plan cement concrete pavement, thickness as per drawing, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2 N25 (Grade) coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregates not exceed 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel plates including leveling the form work as per drawing). Spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joint, admixtures as approved, curing of concrete slab for -14days. Using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.363.70/m34678.2901701494.077Setting Out with: (i) Reference Benchmark 1 no. (ii) Working Benchmark 4 nos. per km. and near all drainage structure and bridges (iii) Reference Pillars / Burjees @ 50m interval on both sides of the formation width (iv) The marking of center line, setting out curves and recording of levels, etc. by the surveyor will be incidental to the work and no extra payment shall be made for the same.1.224Km35686.828.00Pucca Drain With Cover00.008Sub-Head 1.2 - Earthwork1Nil0.0000019.00Earth work excavation for structures as per drawing and technical specifications clause 305.1 including setting out construction of shorting and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable materials.224.11/m3195.69043856.099Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 100 m as per Technical Specification Clause 302.31105.9Cum78.1810.00Filling in foundation trenched as per drawing and technical specification clause 305.3.9 - 11.2.i of chapter-II28.84/m3503.22014512.8610Construction of embankment with approved materials deposted at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requrement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (used 70% of total cutting material)1132.52Cum50.311.00Providing 100A brick on Flat soling joints filled with local sand including coast of watering taxes and royalty all complete as per specification and direction of E/I.309.87/m2255.24079091.2211Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical specification clause 301.5 After using 70% of cutting material as filling balance earthwork For embankment work at OMC to meet 97% SPD(20% of Embankment material)1Nil0.0000112.00Providing concrete for plain/concrete in open foundations complete as per drawing and technical specifications clause 802, 1202 & 1203.23.24/m34105.80095418.7912from 50-100m lead4257.74Cum128.0113.00Brick masonry work in cement mortar (1:4) in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203.67.46/m35186.730349896.811320% qty from 1000m lead1064.44Cum145.0314.00Providing plastering with cement mortar (1:4) 15mm thick on brick work in sub structure as per drawing and technical specification clauses 613.2 and 1204.423.90/m2134.76057124.7614Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification clause-303.1 (a) Subgrade in CC & Flexible Pavement & (b) Earthen Shoulder in Flexible Pavement1Nil0.00000115.00Providing Neet Cement Punning ----------do--------------all complete 23.90423.90/m224.30010300.771580% qty from 50-100m lead2869.84Cum129.2916.00Providing RCC drain cover ----------do--------------all complete job.36.28/m35017.520182035.6316from 1000m lead717.46Cum146.3217.00Providing MS Reinforcement including cutting bending binding and placing -------do-----------all complete job.1.81MT66950.030121179.5517Sub-Head 1.3 - Sub Base and Base Courses (Non-Bituminous)1Nil0.00000118.00Providing and Lying Cement Concrete Providing and lying 600mm dia NP3 H.P.100.00Mt1237.470123747.0018Granular Sub-base with Well Graded Material (Table 400.1)A) By Mix in place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical specification cl. 401 of specification of Rural Roads .ii)For Grading II material690.32Cum1562.2319.00M.I.Board : Providing and fixing of retro-refectories cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.3.3, fixed over aluminum sheeting, 1.5mm thick supported on RCC post 100mm 100mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm450mm600mm, 600mm below ground level as per approved drawing clause 1701.1.00each5709.6005709.6019Add for Extra Widening27.75Cum1562.23Total Estimated Cost in Figures03121954.99Total Estimated Cost in FiguresQuoted Amount3121954.993121955.00Quoted Rate in Words0

&L&11Signature of Tenderer with seal