Construction of link road to village Trimound K.M. 0/0 to 0/650

Amount

Excavation in hilly area in all heights and depths and in all classification of soil by manual /mechanical means including saturated soil comprising of ordinary soil, soft rocks, 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 slops and level as show of the drawing and as directed by the Engineer-in-Charge as site according to the MORD technical specification clause 302, 1603.1 and 1603.2 and sorting out useful materials and stacking the same in all leads, lifts in acquired width of the road and transportation of un-useful materials for filling in road ways, camber embankments for grade improvements and disposal of all surplus material to required width of the road or on approved dumping sites through all modes of transportation including hard land of animals transport or tools measures and incidental necessary to complete the work by mechanical means or labour if required. All useful material such as as stone, shingles, aggregates sand etc, shall be sorted out and stacked and measured recovery at the rate of Rs. 300/- per cubic metre shall be effected from the bills for the quantity actually measured or 142.80 Cubic metre which ever is more. Any loss to the public, private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be compensated by him in all case. The land for dumping sites shall be arranged by the contractor himself and nothing extra shall be paid on this account.

Earth work in excavation for all type of road structure 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 drawing and MORD 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 material and disposal of material upto any lead and lift including dressing of sides and bottom and back filling in trenches with excavated suitable/ approved material to the original surface in layer not exceeding 150mm (one hundred fifty millimeres) compacted thickness including shorting and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including clearing of slush which may arise out during dewatering as per direction of Engineer-in-Charge including carriage of materials within leads and lift and other incidentals.

Providing and laying Mechanically mixed and vibrated concrete for plain / reinforced cement concrete nominal mix 1:5:10 ( one cement is to five sand is to ten graded /crushed stone aggregate 40 millimeter (forty millimeter) nominal size with 15% (fifteen percent) stone plums in or under water and curing complete for 14 (fourteen) days, in open foundations for all type of structures and the like drain etcetera including pumping or bailing out water (surface and sub soil water) dewatering upto all depths and any quantum of water including removal of slush which may arise at the time of laying under water complete for all heights / depths including the cost of form work complete as per drawings and H.P.P.W.D.. specification as per directions of the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including royalty, Malkana, Toll tax, sale tax, GST or other taxes imposed by the Government.

Providing 100mm (Hundred millimeter) diameter poly Vinyl chloride 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 drainage face complete as per drawings and MORD technical specifications clause 614,709,1204.3.7 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,Tol tax, sale tax GST or any other taxes imposed by the Government.

Back filling behind abutment, wing wall and return wall, retaining wall complete as per drawing and technical specification clause 1204.3.8 as per direction of Engineer-in-Charge including carriage of material within all leads and lift of material and other incidentals. The rate is including royalty, Malkana, Toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying Mechanically mixed and vibrated concrete for plain / reinforced concrete nominal mix 1:4:8 ( one cement is to foure sand is to Eight graded crushed stone aggregate 40 millimeter (forty millimeter) nominal size in or under water and curing complete for 14 (fourteen) days, in open foundations for all type of structures 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 under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,803,1202 and 1203 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate includes octroi,royality,Malkana,Tol tax, sale tax or any other taxes imposed by the Government.

Providing and laying Mechanically mixed and vibrated concrete for plain / reinforced concrete nominal mix 1:3:6 ( one cement is to trree sand is to six graded crushed stone aggregate 20 millimeter (twenty millimeter) nominal size in or under water and curing complete for 14 (fourteen) days, in open foundations for all type of structures and the like drain etcetera 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 under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,803,1202 and 1203 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate includes octroi,royality,Malkana,Tol tax, sale tax or any other taxes imposed by the Government.

Providing and laying Mechanically mixed and vibrated concrete for plain / cement concrete in open foundation for all type of structure complete using plain cement concrete grade M-10 (M-ten) design mix with cement contents not less then 250 kg (two hundred fifty kg) per cubic metre nominal mix 1:3:6 (one cement is to three sand is to six agg/crushed ston agg.40 mm (fourty millimetre) nominal size in or under water and curing complete for 14 (fourteen) days, in open foundations for all type of structures 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 under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate includes octroi,royality,Malkana,Tol tax, sale tax or any other taxes imposed by the Government.

Providing and laying Mechanically mixed and vibrated concrete for plain / reinforced concrete in sub structure for all type of structures complete using plain cement concrete grade M-15 (M-fifteen) design mix with cement contents not less then 275 kg (two hundred seventy five kilogram)per cubic metre in or under water including curring complete 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 under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 800,900,1200 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate includes octroi,royality,Malkana,Tol tax, sale tax or any other taxes imposed by the Government.

Type A (Concrete Cradle) Bedding laying Concrete Cradle bedding with M-10 (M-ten) nominal mix with cement contents not less then 250 kg (two hundred fifty kilogram) per cubic metre nominal mix 1:3:6 ( one cement is to trree sand is to six agg/ crushed stone agg. 40 mm (forty millimetre) nominal size in or under water including curring complete 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 under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 800,900,1200 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate includes octroi,royality,Malkana,Tol tax, sale tax or any other taxes imposed by the Government.

Providing and laying Mechanically mixed and vibrated concrete for plain / cement concrete in open foundation for all type of structure complete using plain cement concrete grade M-20 (M-twenty) for catch pit flooring and water and curing complete for 14 (fourteen) days, in open foundations for all type of structures 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 under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,804,1202 and 1203 o ras directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate includes octroi,royality,Malkana,Tol tax, sale tax or any other taxes imposed by the Government.

Providing and laying (to level or slope) 900mm dia (Nine thousand millimeters) diameter reinforced cement concrete heavy duty non pressure pipes IS Class NP-2 for culverts in single row including fixing collar with cement mortar 1 : 2 ( One cement : two sand) but excluding the cost of excavation, protection works, back filling, bedding concrete or first class bedding and masonry work in head walls and parapets as per drawing and MORD technical specifications section 1100, including hauling of materials in all leads and lifts and other incidental. The rate including Octroi, Royality, Malkana, Toll Tax, Sale Tax, GST or other taxes imposed by the Government

Preparation of Subgrade by dressing to camber (Earth work for the cutting involved for sub grade to be paid for separately depending upon the classification of soil with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.as per the entire satisfaction and direction of Engineer-in-Charge within all leads, lifts and other incidental .The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Construction of Subgrade and Earthen Shoulders Construction 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 with lead upto 1000 m as per Technical Specification Clause 303.1.as per the entire satisfaction and direction of Engineer-in-Charge within all leads, lifts and other incidental .The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Construction of granular sub-base by providing well graded material mixing in a mechanical mix plant and carriage of mixed material to site of work in all leads and layers in uniform layers with motor grader and compacting with smooth wheel 80-100( eighty -hundred) KN static roller to achieve the desired density, complete as per M.O.R.D. Technical specifications clause 401 afor grading -I material, as per the entire satisfaction and direction of Engineer-in-Charge within all leads, lifts and other incidental .The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing, laying, spreading and compacting mechanical means and compacting to 75mm (seventy five millimetre) compacted thickness, graded, broken / crushed stone aggregate, for grading-III, 53mm to 22.4 mm (fifty three millimetre to twenty two point four millimetre) nominal size to water bound Macadam, specification including spreading in uniform thickness using template, hand packing rolling with three wheel 80-100 (eighty - hundred) KN static roller in stages to proper grade and camber including applying and brooming crushable type -B of size 11.2 mm (eleven point two millimetre) nominal size at the rate of 0.18 cum (zero eighteen cubic metre) per ten square metre and binding material at the rate of 0.06 cum ( zero point zero six cubic metre ) to fill up the interstoces of coarse aggregate , watering and compacting to the required density as per MORD technical specifications clause 405 or as directed by the Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentals. The rate includes octroi, royality, Malkhana, toll tax, sale tax, GST or other taxes imposed by the Govenment.

Providing and applying primer coat with bitumen emulsion (SS-I) slow setting-I on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer @ 0.85kg (Zero point eighty five Kilogram) per square meter of road surface using bitumen emulsion pressure distributor complete, as per MORD technical specifications clause 502 or as directed by the Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentials. The rate includes octroi, royality, Malkhana, toll tax, sale tax, GST or other taxes imposed by the Govenment.

Providing and applying Tack coat with bitumen emulsion (RS-I)Rapid setting-using emulsion pressure distributer @ of 0.275kg (zero point two seven five kilograms) per square metre on the prepared granular surface treated with primer and cleaned with hydraulic brooms/complete as per MORD technical specifications clause No. 503 or as directed by the Engineer-in-charge.Including carriage of materials within all leads, lifts and other incidentials. The rate includes octroi, royality, Malkhana, toll tax, sale tax, GST or other taxes imposed by the Govenment.

Providing laying and rolling of open graded premix carpet of 20mm (twenty millimetre) compacted thickness, composed of 13.2mm (Thirteen point two millimetre) and 11.20 mm (eleven point two zero millimetre) nominal size crushed stone aggregates in the ratio 2:1 (two isto one) respectively and mixed at the rate of 0.27 cum (zero point two seven cubic metre) with 21.50 kg ( twenty one decimal five kilogram) bitumen emulsion MS grade per ten square metre of road surface , laid and compacted to required line, grade and level to serve as wearing course on a previously prepared base including mixing binder and aggregate in suitable cold Mix Plant , transporting mixed mateerial to site , laying by mechanical and rolling with a three wheel 80-100 (eighty to hundred) KN static roller, complete as per MORD Technical Specifications clause 506 as directed by the Engineer-In-Charge. Including carriage of material within all leads, lifts and other incidentals. The rate includes, octroi, royality, Malkhana, toll tax, sale tax, GST or other taxes imposed by the Govenment.

Providing and laying seal coat (Type-B) to seal the voids in a bitumenous surface laid to the specified levels, grade and cross fall using cationic bitumen emulsion SS-2(slow setting-2) grade at the rate of 10 kg (Ten kilogram) mixed with 0.06 (zero decimal zero six ) cubic metre of fine aggregate per 10 sqm (ten square metre) of road surface, premixed in suitable cold mix plant/ concrete mixer , transporting mixed material to site, laying and rolling with a three wheel 80-100 (eighty to hundred) KN static roller complete as per technical specifications 508 as directed by the Engineer-In-Charge. Including carriage of material within all leads, lifts and other incidentals. The rate includes, octroi, royality, Malkhana, toll tax, sale tax , GST or other taxes imposed by the Govenment.

Gargesh Kumar

Construction