Improvement ,M/T and CD work on Link road to village Bani Km. 0/0 to 1/360 (SH M/T ,R/wall ,B/wall, Cross Drainage ,Wing wall and P,CC Drain)

Amount

Excavation in hilly area in all heights and depths and in all kind of soil by manual means including saturated soil comprising of ordinary soil, soft rock, hard rock chiselling, wedging out of rock(where blasting is prohibited) and their intermediate classification of soil complete including 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 MORD technical specification section 300 and 1600 and sorting out useful materials and stacking the same within all leads and lifts in acquired width of road and transportation of un-useful material for filling in road ways camber, embankments for grade improvements and disposal of all surplus material to approved dumping sites through all modes of transportation including head load or animal transport or mechanical means alongwith its leveling fine dressing and carriage of machineries ,materials, tools, equipments and safety measures and other incidentals necessary to complete as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including the octroi, royality, Malkana, toll tax, GST, or any other taxes imposed by the Government.

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, ordinary rock , hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification section 300 and 1600 and as per the directions 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 lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150mm one hundred fifty millimeters) 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 directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including the octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete 1:5:10 ( One cement is to five sand is to ten graded crushed stone aggregate 40mm (forty millimeter) nominal size in or under water including pumping or bailing out water( surface and sub soil water), dewatering for all heights /depths and any quantum of water including removal of slush which may arise at the time of laying under water for all heights/ depths, including the cost of form work and curing for 14 ( fourteen) days complete in Retaining walls and Breast walls etcetera as per drawings and MORD technical specification section 800, 900 and 1200 and as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate including the octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Back filling behind abutments, return walls, wing walls and retaining walls etc. complete as per drawings and MORD technical specification section 1200 and 1600 or as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate including the octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing 100mm (Hundred millimeter) diametre PVC pipe Weep holes in brick masonry/stone masonry, plain/reinforced concrete abutments, wing walls return walls and retaining /breast walls etc., extending through the full width of the structure with slope of 1 (V) : 20 (H) (one vertical is to twenty horizontal ) towards drawing face complete as per drawings and MORD technical specifications section 700 & 1200 or as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate including the octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying Mechanically mixed and vibrated cement concrete for plain cement concrete Grade M-10 (M-ten) nominal mix 1:3:6 (one cement is to three sand is to six graded crushed stone aggregate20 millimetre (Twenty millimetre ) nominal size on ground or under water and curing complete for 14 (fourteen) days , in Drains etcetra including pumping or bailing out water (surface and sub soil water) dewatering for all depths and any quantum of water including removal of slush which may arise at the time of laying concrete complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification section 800,900 and 1200 or as directed by the Engineer-in-Charge including carriage of material within all leads ,lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying Mechanically mixed and vibrated cement concrete for plain cement concrete Grade M-10 (M-ten) nominal mix 1:3:6 (one cement is to three sand is to six graded crushed stone aggregate 40 millimetre (Forty millimetre ) nominal size on ground or under water and curing complete for 14 (fourteen) days , in Drains etcetra including pumping or bailing out water (surface and sub soil water) dewatering for all depths and any quantum of water including removal of slush which may arise at the time of laying concrete complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification section 800,900 and 1200 or as directed by the Engineer-in-Charge including carriage of material within all leads ,lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Coursed rubble masonry ( 1st sort) work with hard stones of approved quality in sub-strucutre complete as per drawing and technical specifications section 700 and 1200 in cement mortar 1:4 (one cement isto four sand) as per the directions of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate including the octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying Mechanically mixed and vibrated concrete for plain / reinforced concrete in cradle bedding as per drawing and technical specification mix design to obtain minimum compressive strength of M-15 (M-Fifteen) with 40mm (forty millimetre) nominal size crushed stone aggregate in or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights / depths including the cost of form work as per drawings and M.O.R.D. technical specification section 800 ,900 & 1100 including carriage of material within all leads, lifts and other incidentals. The rate including the octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying ( to level or slope) 900 mm dia (nine hundred millimeter) diameter reinforced cement concrete light duty non pressure pipes IS Class NP-2 (two) as per design in single row for culverts on concrete cradle bedding or plain cement concrete grade M-15 (fifteen) in single row including providing and fixing collar with cement mortar 1 : 2 (One cement is to two sand), excluding the cost of excavation, protection works, back filling, concrete cradle bedding and masonry work in head walls and parapets etcetera complete as per drawings and M.O.R.D. technical specifications section 1100 or as directed by the Engineer-in-Charge ,including carriage of materials within all leads, lifts and other incidental. The rate including octroi, royality ,Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying Rubble stone flooring composed of 150 mm (one hundred fifty millimeter) thick stones, laid in cement mortar 1:3 (one cement is to three sand) over cement concrete bedding of plain cement concrete grade M-15 (M-fifteen) complete as per drawing and MORD technical specifications clause 1303 or as directed by the Engineer-in Charge, including carriage of materials within all leads, lifts and other incidental. The rate including octroi, royalty ,Malkana, toll tax, GST or any other taxes imposed by the Government .

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil) complete as per HP.PWD specification 1300 or as directed by the Engineer-in-Charge, and other incidental. The rate includes octroi, royality ,Malkana, toll tax, GST or any other taxes imposed by the Government.

Consolidation of sub grade with road roller including making good the undulation etcetera with earth or quarry soil etcetera and re-rolling the sub-grade complete as per MORD technical section 400 specification or as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate includes octroi, royality ,Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing, laying, spreading and compacting stone aggregate size 90mm to 45mm (ninety millimetre to forty five millimetre) Grading-I [100mm (One hundred millimetre) consolidated thick] to water bound macadam specification including spreading in uniform thickness using template hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber applying and brooming stone screening type-"A" of size 13.2mm (thirteen point two millimetre) nominal size at the rate of 0.27 cubic metre (zero point two seven cubic metre) per ten square metre and binding material at the rate of 0.08 Cum (zero point zero eight cubic metre) per ten square metre to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical Specification section 400 by mannual means and as per entire satisfaction and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate includes octroi, royality, Malkana, toll tax, sale tax ,GST or other taxes imposed by the Government.

Providing, laying, spreading and compacting stone aggregates of 53 to 22.4mm (fifty three millimetre to twenty two point four millimetre) size 75mm (seventy five millimetre) compacted thickness to water bound macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grades and camber applying and brooming, stone screening type-"B" of size 11.2mm (eleven point two millimetre) nominal size at the rate of 0.18 cubic metre (zero point one eight cubic metre) per ten square metre to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-III as MORD Technical Specification section 400 by mannual means including hauling of material in all leads, lifts as per entire satisfaction and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate includes octroi, royality ,Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer at the rate of 0.85 kg. ( zero point eight five kilogram) per Square Metre) of road surface using mechanical means bitumen emulsion pressure distributor complete as per MORD technical Specification section 500 or as directed by the Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate includes octroi, royality ,Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 Kg. (zero point two seven five kilogram) per square metre on prepared granular surfaces treated with primer and cleaned with Hydraulic brooms as per Technical Specification Clause 503 or as directed by the engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate includes octroi, royality ,Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing, laying and rolling of open-graded premix carpet of 20mm (twenty millimetre) compacted thickness composed of type-"A" 13.2 mm to 5.6 mm ( Thirteen decimal two millimetre to five decimal six millimetre ) aggregate at the rate of 0.27 cum (zero decimal two seven cubic metre) pre-mixed with bitumen binder grade VG-10 (Viscosity Grade ten) at the rate of 14.6 kg. (fourteen decimal six kilogram) per ten square metre of road surface to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregate in suitable hot mix plant 30/40 (thirty / forty ) tonne per hour capacity transporting mixed materials with tipper and laying manually to required grade and camber and rolling with three wheel 80-100 (eighty - hundred ) KN static road roller finished to required level and grades to be followed by seal coat of type-”B” complete as per MORD Technical Specification section 500 including carriage of materials within all leads and lifts and other incidentals. The rate includes octroi, royality ,Malkana, toll tax, GST or any other taxes imposed by the Government.

Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B with bitumen grade VG-10 (Viscosity grade ten) at the rate of 6.8 Kg. (six decimal eight kilogram) premixed with 0.06 (zero decimal zero six) cubic metre of fine aggregate per ten square metre premixed in mini hot mix plant, transporting mixed material with tipper and laying of mixed materials manually and rolling with three wheel 80-100 (eighty- hundred ) KN static roller complete as per MORD Technical Specification section 500 including carriage of materials within all leads and lifts and other incidentals. The rate including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

construction