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| 1 | Earthwork in excavation for all type of road structure and in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling / wedging out rocks( where blasting is prohibited) for retaining walls, breast walls, culverts, bridges, drains and parapets etcetera as per drawings and M.O.R.D. technical specification clause 305.1 and as per direction of the Engineer- in -Charge, including setting out, construction of shorting and bracing, removal of stumps and other deleterious materials and disposal of materials up to any lead and up to any lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150 mm ( one hundred fifty millimetrers) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) up to any depth and any quantum of water including cleaning of slush which may arrise out during dewatering as per direction of Engineer -in charge including carriage of materials with in all leads and lifts and other incidental.The rate including of octroi, malkhana, tolltax, sale Tax or other texes imposed by the goverment. |
| 2 | Providing & layingmechanically mixed and vibrated for plain cement concrete in open foundation for all type of structure complete using plain cement concrete grade M-10 (M-Ten) nominal mix.1:3:6 (one cement: three sand: six graded crushed stone aggregate) 40mm(forty milimetre) nominal size with minimum cementcontents 220 kg/cum ( two hundred twenty kilogram per cubic metre) in or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arrise at the time of laying under water complete for all heights/depths including the cost of form work as per drawings and MORD technical specifications section 800, 900, and 1200 as per the direction of the Engineer -in-Charge including carriage of material with in all leads,lifts and other incidental.The rate including of octroi,royality,Malkhana, toll tax, GST or other taxes imposed by the government. |
| 3 | Providing and Laying cement concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clauses 802,803,1202,1203 PCC in 1:2.5:5(one cement : two point five sand : five graded crushed stone aggregate )20 mm (twenty mlimetre )nominal size with minimun cement contents 275 kg/cum (two hundred seventy five kilogram per cubic metre)and as per the direction of Engineer- in -charge.including carriage of material with in all leads and lifts and other incidentals.The rate including of octroi, malkhana, tolltax, sale Tax or other texes imposed by the goverment. |
| 4 | Providing and laying (to level or slope) 900mm dia (Nine hundred millimetre) diametre reinforced cement concrete non pressure pipes IS Class NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (One cement isto Two Sand) but excluding the cost of excavation, protection works, back filling, concrete and masonry work in head walls and parapets as per drawing and MORD technical specifications clause 1101 and as per direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, sale tax GST or any other taxes imposed by the Government. |
| 5 | Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5 mtr.transporting to site. Sprweading grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead up to 1000 mtr as per technical specification clause 301.5 and as per direction of the Engineer-in Charges. including carriage of materials within all leads,lifts and other incidental. The rate including octroi,royality,Malkhana, toll tax, GST or other taxes imposed by the Government. |
| 6 | Providing and laying mechanically mixed and vibrated, concrete for plain cement concrete in open foundation of all type of structure complete, grade- M-20 (M twenty) nominal mix 1:2:4 (One cement isto Two sand isto Four graded crushed stone aggregate 20mm (Twenty milimetre) nominal size with cement contents not les than of 330 (Three hundred thirty) Kilogramme Per Cubic metre with 20mm (Twenty milimetre) nominal size graded crushed stone aggregate and curing complete, for all heights/ depths including the cost of form work as per drawings and MORD technical section 800, 900 and 1200 and as per the direction of Engineer-in-Charge. The rate is inclusive for carriage of materials within all leads, lifts and other incidentals. The rate including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. |
| 7 | Providing and laying cement concrete 1:4:8(one cement: four sand:eight graded crushed/ broken stone aggregate 40 mm( forty millimetrers) nominal size and curing complete including the cost of form work in Retaining walls breast walls, in or under water complete including, pumping or bailing out water, dewatering removal of slush as required at site which may arisen at the time of laying under water complete for all heights/depth including cost of form work as per drawings and MORD technical specifications section 800, 900, ,1200 & 1600 and as per the direction of Engineer in charge. including carriage of material within all leads and lifts and other incidentals.The rate including of octroi, malkhana, tolltax, sale Tax or other texes imposed by the goverment. |
| 8 | Back filling behind abutments, wing walls and return walls with slected hard stone complete as per drawing and M.O.R.D. technical specification clause 1203 and 1604 and other incidentials and to the entire satifaction of the Engineer- in-Charge. The rate including of octroi,royality,Malkhana, toll tax, GST or other taxes imposed by the government. rate (granular material) |
| 9 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 110 mm dia(Hundred ten milimetre)having minimum pressure 4.50 kg.per cm2 PVC pipe extending through the full width of the structures with slope of 1(v):20(H) towards drainage face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 as per direction and entire satisfaction of Engineer-in -charge including carriage of material.The rate is inclusive for carriage of materials within all leads, lifts and other incidentals. including octroi, royality, toll tax, sale tax or other taxes imposed by the Government. |
| 10 | Excavation in hilly area in all heights and depths and in all kind of soil by manual / mechanical means including staurated soil comprising of ordinary soil, soft rock,hard rock,chiseling,wedging out of rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines,grades, width cutting and trimming of side slopes and level as shown in the drawing and as directed by engineer - in -charge at site according to the MORDtechnical specification clause 302,304 and 1603 and sorting out usefull materials and stacking the same in all leads and lifts in acquired width od road and transportation of unuseful material for fillinf in road ways, camber, embackments for grade improvements and disposal of all useful material in acquired width of the road or on approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equimpments and safety measures and incidentals necessary to complete the work by mechanical means and /labour if required.Recovery of stone at the rate of 300/-(Rupees Three hundred) only per cubic metre shall be effected from the contractor running bills on pro-rata basis as per actual quantity executed. Any loss to the public, private property during the course of execution shall de the absoiute responsibility of the contractor which shall have to be compensated by him in all cases.(P.W/JW) Please Enable Macros to View BoQ information |
