Construction Of Link Road To Village Bhavran Km 0/00 To 0/155 (Sh:- Formation Cutting In Km 0/110 To 0/155,C/O R/Wall At Rd 0/078 To 0/090 & P/L M/T In Km 0/00 To 0/155 (Under Mmgsy)
Tender Overview
Project Description
Construction Of Link Road To Village Bhavran Km 0 / 00 To 0 / 155 ( Sh:- Formation Cutting In Km 0 / 110 To 0 / 155, C / O R / Wall At Rd 0 / 078 To 0 / 090 & P / L M / T In Km 0 / 00 To 0 / 155 ( Under Mmgsy )
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in hilly area in all heights and depthsin allkind of soil by manual/ mechanical meansincludingsaturated soil comprising of ordinary soil, soft rock, hard rocks chiseling/ wedging out of rock(where blasting is prohibited )and their intermediate classification of soil, setting out true to the required line , grades width cutting and trimming of side slopes and level as shown on the drawing and as directed by the Engineer-in- Charge at site according to the M.O.R.D technical specification clause 1603.1 and 1603.2 and sorting out useful material and stacking the same in all leads and lifts in acquired width of the road and transportation of un useful materialfor filling inroad ways, camber, embankments for grade improvements and disposal of all un-usefulsurplus material to required width ofthe roador on approved dumping sites by Engineer-in- Chargethrough all modes of transportation including head load or animal transport or mechanical means along with its levelling fine dressingandcarriage of machineries, materials , tools ,equipment and safetymeasures and incidentals . Any loss to the public / private property during the course ofexecution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases as per direction of the Engineer-in- Charge including entirecarriage of materials within all leads and lifts . The rates are inclusive octroi , royality, Malkana, toll tax, GST or other taxes imposed by the Government. |
| 2 | Earth work in excavation for all type of road structure such as retaining walls ,breast walls, culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil . ordinaryrock, hard rock, chiseling/ wedging outof rock(where blasting is prohibited ) 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 shoring and bracing removal of stumps and other deleterious materials and disposal of materials upto any leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm(one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water ( surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals. The rates are inclusive octroi , royality , Malkana, toll tax,GSTor other taxes imposed by the Government |
| 3 | Providing and laying cement concrete 1:5:10(one cement : Five sand : ten gradedcrushed / broken stone aggregate 40mm (forty millimetre nominal size)and curing complete including the cost of form work with M.S platesfor plain concrete on ground or under water and curing completeincluding pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying underwater complete for all heights and depths.In retaining walls /breast wallsas per drawing and technical specifications clause 802,803,1202and 1203 and as per direction of Engineer-in- Chargeincludingentire carriage of material with in all leads and lifts and other incidentals .The rates areinclusive octroi , royality , Malkana, toll tax, GSTor other taxes imposed by the Government . |
| 4 | Back filling behind abutment wing wall and return wallwith granular materialcomplete as perdrawing and technical specification clause 1204.3.8including carriage of material within all leads and lifts and other incidentals. The rates are inclusive octroi , royality , Malkana, toll tax, , GST or other taxes imposed by the Government |
| 5 | Providing weep holes in brick masonry / stone masonry /plainand reinforcedconcrete abutment , wing wall ,return wall ,retaining andbreast wall with 110mm (one hundredten millimetre) dia PVC pipe (D-plast)/ Finolex/ Supremehaving working pressurenotless than 4 kg percentimeter square(FourKilogram percentimeter square )extending through the full widthof the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7 as per direction of Engineer-in- Charge includingentire carriage of material within all leads and lifts and other incidentals The rates are inclusive octroi , royality , Malkana, toll tax,GST or other taxes imposed by the Government |
| 6 | Compacting original groundand supporting sub grade includingloosening of the ground upto a level of 300mm (three hundred millimetre) below the sub grade level , watered graded and compacted in layers to meet requirement of table300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2. includingentire carriage of material within all leads and lifts and other incidentals. The rates are inclusive octroi , royality , Malkana, toll tax,GSTor other taxes imposed by the Government . |
| 7 | Construction ofgranularsub base by providing well graded material mixing in a mechanical mix plant atOMC carriage ofmixed material to work site upto allleads spreading in uniform layers with motor grader on prepared surface and compactedwith smooth wheel rollerto achieve the desired density, complete as per technical Specification Clause 401. for grading –I material including carriage of material within all leads and lifts and other incidentalsThe rates areinclusive octroi , royality , Malkana, toll tax,GST or other taxes imposed by the Government . |
| 8 | Providing and laying spreading and compacting stone aggregates to wet mix macadam 150mm(one hundred fifty millimetre) thick to be laid in two equal layers 75mm( seven five millimetre) each specification including premixing the material with water at OMC in mechanical mixer (pug Mill) carriage of mixed material by tipper to site laying in uniform layers in sub base / base course on a well prepared sub base and competing with smooth wheel roller of 80-100KN weight to achieve the desired density including lighting barricading and maintenance of diversion etc. as per table 400-11 &400-12 and Technical specification clause 406. carriage of materials within all leads and lifts and other incidentals. The rates are inclusive octroi , royality , Malkana, toll tax, GST,or other taxes imposed by the Government . |
| 9 | Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg (Zero point eight fivekilogram )per square metreusing mechanical means as per technical Specification Clause 502including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive octroi , royality , Malkana, toll tax,GSTor other taxes imposed by the Government . |
| 10 | Providing and applying tackcoat with bitumen emulsion(RS-1) using emulsion distributoratthe rate of 0.225 kg(zero point two hundred twenty five kilogram )per square metreon the preparedgranular surface treated with primer and cleanedwith hydraulic broomas per Technical Specification Clause 503including entirecarriage of material within all leads and lifts and other incidentals. The rates are inclusive octroi , royality , Malkana, toll tax,GSTor other taxes imposed by the Government . |
| 11 | Providing laying and rolling of open-gradedpremix carpet of 20mm (twenty millimetre) thickness composed of 13.2mm to 5.6mm(thirteen point two millimetreto five point six millimetre) crushed stoneaggregates at the rate 0.27cum (zero pointtwo seven cubic metre) mixed with 14.6kg( fourteen point six kilogram)per ten square metrebitumen VG-10(viscosity grade ten) in suitable plant and laying by paver finisher to required line , grade and leveltoserve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100KN(eighty to one hundred)static roller capacity , finished to required level and grades to be followed by seal coat of Type-B as per Technical SpecificationClause 508,by mechanical means including entirecarriage of material within all leads and lifts and other incidentals .The rates are inclusive octroi , royality , Malkana, toll tax,GSTor other taxes imposed by the Government . |
| 12 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType-B as per Technical Specification Clause 510, using bitumen VG-10 (viscosity grade ten) at the rate 6.8kg ( six point eight kilogram ) premixed with 0.06 cum (zero point zero six cubic metre)fine aggregate per 10.00 sqm (ten square metre) laid by mechanical means including entirecarriage of material within all leads and lifts and other incidentals. The rates are inclusive octroi , royality , Malkana, toll tax,GSTor other taxes imposed by the Government . |
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