Construction of link road Sundla to Govt. Senior Secondary School Sundla in K.M. 0/0 to 0/600

Amount

Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification section 300 and 1600 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness blind age and finishing the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.The rate is including octroi, royality, Malkana,Tol tax, sale tax, GST or 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) per cubic metre nominal mix 1:3:6 (one cement is to three sand is to six crushed stone aggregate 40mm(forty millimetre) nominal size) 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 concrete complete for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification section 800, 900 and 1200.and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including octroi, royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Preparation of sub-grade by dressing to camber (earth work for the cuting involved for sub grade to be paid for separately depending upon the classification of soil completed as per HPPWD specifications as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Construction of subgrade and earthen shoulders with approved material obtained from borow pits including transporting to site, spreading, grading to require slope and compacted with three wheel 80-100 (eighty -one hundred ) KN static road roller to meet requirement of table 300.2 as per M.O.R.D. technical specification section 400 in all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Construction of granular sub-base 150 mm (one hundred fifty millimetre) consolidated thickness by providing well graded material mixing in a mechanical mix plant at OMC and carriage of mixed material to site of work in all leads and layers in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel 80-100 (eighty - one hundred )KN static roller in stages to proper grade and camber, to achieve the desired density, complete as per M.O.R.D. Technical specifications section 400 and as Engineer-in-Charge including all leads, lifts and other incidental complete in all respect including hauling /carriage of materials to various location through all modes of transportation in and as per the direction of Engineer-In-Charge.The rate is including royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing, laying, spreading and compacting by machanical means stone aggregate of size 63mm to 45mm ( sixty three millimetre to forty five millimetre) Grading-II [75mm consolidated thickness] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber including applying and brooming, stone screening type-B of size 11.2mm (Eleven point two millimetre) nominal size at the rate of 0.20 cum ( zero point two zero cubic metres) per ten square metres and binding material at the rate 0.06 cum (Zero point zero six cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications section 400 including carriage of materials 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, laying, spreading and compacting by mechanical means stone aggregate size 53mm to 22.4mm ( fifty three millimeter to twenty two point four millimeter) Grading-III [75mm( seventy five millimeters) consolidated thickness] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty to hundred) K.N. static roller in stages to proper grade and camber including applying and brooming, stone screening type-B of size 11.2mm ( eleven point two milimetres) nominal size at the rate of 0.18cum ( zero point one eight cubic metres) per ten square metres to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications section 400 including carriage of materials 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 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 section 400 or as directed by the Engineer-In-Charge including carriage of materials within all leads, lifts and other incidentials. The rate is including 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 section 500 and as directed by the Engineer-in-charge including carriage of materials within all leads, lifts and other incidentials. The rate is including octroi, royality, Malkhana, toll tax, sale tax, GST or other taxes imposed by the Govenment.

Providing laying and rolling by mechnical means of open grade premix carpet of 20mm ( twenty millimeter) thickness composed of 13.2mm (thirteen decimal two millimeter) to 5.6 mm ( five decimal six millimeter) nominal size crushed stone aggregate mixed in the ratio 2:1 (two is to one) and @ 0.27 cum (zero decimal two seven cubic metres ) mixed with bitumen VG-10 (ten) @ 14.60 kg (fourteen point sixty kilogram) per ten square meter of road surface laid to required line grade and level to serve as wearing course on a previously prepared base, including heating binder and aggregate in hot mix plant 30/40 ton capacity per hour transporting mixed material with tippers and laying with pavers finisher to the required grade to be followed by seal coat of type-B and camber and rolling with a three Wheel 80-100 KN ( eighty -one hundred) KN static road roller to required level and grade as per M.O.R.D. technical specifications section 500 and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including octroi, royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying seal coat sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per M.O.R.D. technical specification section 500 premixed with 6.8 kg ( six point eight) kilogram per 10 (ten) square metre using mixed with crushed sand passing 2.36 (two point three six ) seive VG-10 (ten) bitumen 0.06 ( zero point zero six) cubic metre of fine aggregate per 10 Sqm. (Ten square metre) heated in hot mix plant and laying of mixed material and rolling with power road roller 8-10 ( eight to ten tonne capacity) and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including octroi, royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government.

Gargesh Kumar

Kartik Thakur

Akhtar Hussain