Improvement and widening of link road Pathiar to Dharamgiri road Km 0/000 to 0/960 in District Kangra (Himachal Pradesh).

Amount

Excavation in hilly area in all heights and depths and in all kind of soil by mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rock, chiseling, wedging out rock (where blasting is prohibited) and their intermediate classification of soil complete including setting out true to the required lines, grades, cutting and trimming of side slopes and level as shown on 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 etc; the approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing including carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means/labour if required. Recovery of stone to the tune of 22.00 cum (Twenty Two cubic metres) quantity at the rate of 300/-(Rupees Three hundred) Per cubic metre shall be effected from the contractor's running bills on pro-rata basis as per actual quantity executed. 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 cases and as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental.

Construction of embankment with approved materials obtained from borrow pits cutting and excavation from drain and foundation of all other structures, transporting to site, spreading, grading to required slope and graded not exceeding 200mm (Two hundred milimetres) thick over layer upto any height compacted with three wheel 80-100 (eighty- hundred) KN static weight road roller to meet requirement of table 300.1 and 300.2 as per M.O.R.D. technical specifications clause 301.5 and as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental.

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 M.O.R.D. technical specification clause 305.1 and as per direction of the Engineer- In – Charge including setting out, 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 material to the original surface in layers not exceeding 150mm ( one hundred fifty milimetres) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantam of water including cleaning of slush which may arrise out during dewatering and including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

Providing and laying mechanically mixed and vibrated plain/reinforced concrete in sub-structure for all types of structure of plain cement concrete 1:5:10 (One cement: five sand : Ten graded crushed stone aggregate 40mm (forty millimeters) nominal size and curing complete including the cost of form work in retaining walls in or under water complete including 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 as per drawing and technical specification clause 802,803,1202,1203. The size of plum shall usually be 150mm to 300mm (One hundred fifty millimeters to three hundred millimeters) and including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

Providing and laying mechanically mixed and virbrated cement concrete for plain/ reinforced concrete in open foundation for all type of structure using plain cement concrete nominal mix 1: 3: 6 ( One cement : Three sand : Six graded crushed stone aggregate 20mm (Twenty 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 in drains as per drawings and M.O.R.D. technical specification Section 800, 900 and 1200 and including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

Providing and laying mechanically mixed concrete for cradle bedding for pipe grade M-15 (M-Fifteen) nominal mix 1:2.5:5 (One cement : Two and half sand : five graded crushed/broken stone aggregate 40mm (Forty millimetres) nominal size) in or under water and curing complete including pumping or bailing out water de-watering removal of slush as required at site, which may arises at the time of laying under water complete for all heights/depths including cost of form work as per drawing and MORD technical specification Clause 1105.1 and including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

Providing and laying reinforced cement concrete in super-structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 for RCC grade (M-20) (M twenty) nominal mix in 1:2:4 (One cement: Two sand: Four graded/crushed stone aggregate) complete for all heights/depths including cost of form work as per drawing and MORD technical specification and including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

Providing and laying mechanically mixed and vibrated plain cement concrete in foundation for all type of structure complete of plain concrete nominal mix 1: 4: 8 (One cement: four sand : eight graded crushed stone aggregate 40mm (forty millimeters) nominal size in or under water including curing complete and 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 complete in all respect as per drawing and technical specification clause 802, 803, 1202,1203 and as per the direction of the Engineer-in-Charge and carriage of material within all leads, lifts and other incidental.

Supplying fitting and placing HYSD bar reinforcement (Fe-415 ) in super structure complete as per drawing and M.O.R.D. technical specifications clause 1002, 1010 and 1202 including cutting, bending, binding and placing in position complete in all respect including cost of binding wire upto any floor level as per the directions of the Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental.

Providing and laying 100mm (Hundred millimeter) dia P.V.C pipe weep holes in brick masonry/stone masonry, plain reinforced concrete, Abutments, Wing walls, Return walls and retaining/breast walls extended through the full width of the structure with slope I(V):20(H)(One vertical : Twenty Horizontal) towards drainage face complete as per drawing and MORD technical specification Clause 614, 709, 1204.3.7 and as per direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals.

Back filling with granular material behind abutments, wing walls, return walls and retaining walls complete as per drawing and M.O.R.D. technical specifications clause 1204.3.8 and as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental .

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 (Forty three) grade cement or any other type as per Clause 1501.2.2 M-30 (M-Thirty) (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm (Twenty five millimetres), mixed in a concrete mixer of not less than 0.2 cum (Zero point two cubic metre) capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron (One hundred twenty five) thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints,admixtures as approved curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 complete as per drawing and M.O.R.D. technical specifications clause 1204.3.8 and as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental.

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 completed as per HP.PWD specifications and as per direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade completed as per HP.PWD specifications and as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental.

Construction of granular sub-base by providing well graded I material (as per table 400.1) 150mm (One hundred fifty milimetres) thick, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per MORD technical specification clause 401 and as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental .

Providing, laying, spreading and compacting by mechanical means of stone aggregate of size 63mm to 45mm (sixty three millimetre to forty five millimetre) Grading-II size [75mm (seventy five millimetres) compacted thickness] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty-Hundred) K.N. static roller in stages to proper grade and camber applying and brooming, stone screening type-B of size 11.2mm (Eleven point two millimetres) nominal size at the rate of 0.20 cum (zero point two zero) cubic metres per 10 sqm (per ten square metres) and binding material at the rate 0.06 cum (zero point zero six cubic metre) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per drawing and MORD technical specifications clause 405 complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm (fifty three millimetre to twenty two point four millimetre) Grading-III size [75mm( seventy five millimetres) compacted thickness] to water bound macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty-Hundred) K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm (eleven point two millimetres) nominal size at the rate of 0.18cum (zero point eighteen) cubic metres per 10 Sqm (per ten square metres) and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per drawing technical specifications clause 405 complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

Providing and applying primer coat with BITUMEN emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer @ 0.85 Kgs per Sqm. (zero point eight five kilograme) per square metre using mechanical means as per drawing and MORD technical specifications clause 502 complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

Providing and applying tack coat with Bitumen emulsion (RS-I) on the prepared granular surface treated with primer cleaned with Hydraulic brooms and spraying primer at the rate of 0.275 kg per sqm (zero decimal two seven five kilograms) per square metre using mechanical means as per Technical Specification Clause 503 complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

Providing, laying and rolling of open graded premix carpet of 20mm (Twenty millimetre) compacted thickness, composed of 13.2mm (Thirteen decimal two millimetre) to 5.6mm (Five decimal six milimetre) aggregate and viscosity grade bitumen VG-10 (Ten) for wearing course including loading of aggregate with front end loader heating binder and aggregate in hot mix plant 30/40 (Thirty/Forty) tonne per hour capacity transporting mixed material with tipper to site of work in Mixall and laying with paver finisher to required grade and camber and rolling with power road roller 80/100 KN (Eighty/Hundred) Tonne using 0.27 cum (Zero point two seven cubic metre) of graded stone aggregate mixed with 14.6 kg (Fourteen point six kilogram) of bitumen binder using VG-10 (Viscosity Grade-Ten) per ten square metre of road surface to required line, grade and level but excluding the cost of Tack coat and seal coat inclusive of all corrective, measures such as repairing of pot holes, cleaning of cracks and laying of profile corrective Coarse for all depth, filling of depression for all depth and construction of super elevation and camber, where required as per MORD technical specifications clause 506 including hauling of materials labour and equipment required to execute the work at site of work complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

Providing and laying premixed seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B manual means using VG-10 (Viscosity Grade-Ten) bitumen @ 6.80 kg (Six decimal eighty kilogram) mixed with 0.06 cum (Zero point zero six ) cubic metre of fine aggregate for 10 sqm (Ten square metres) of road surface, heating and mixing of binder and aggregate in suitable plant, playing mecchanically and rolling with Power Road Roller 80-100 KN (Eighty-One hundred) static weight as per MORD Technical Specification Clause 508 complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.

pritam singh thkur

Navneet Thakur

Singh