Improvement and Strengthening of Thalout Thachi Somagd Road Km 0/000 to 34/000 (Section Thalout Panjain to Thachi Km 0/000 to 25/000 ) (Job No.CRF-HP-2018-19-161)( SH ROFD/FC M/T CD Works R/wall B/Wall PCC V Shape Drain Parapets Crash Barrier Ro

Amount

Excavation in soil in Hilly area by mechinical means in all heights and depths all kinds of soil such as a pick work , jumper work , blasting work both in soft and hard rock with chiesling / wedging out rock (where blasting is prohibited ) and other intermediate classification of soil including cutting and trimming of side slopes and disposal unserviceable material by mechnical transport and stacking the serviceable/ useful material on the road berms as per technical specification clause 1603.1, 1603.2and as directed by the Engineer -in - Charge, muttams shall be left at suitable place as directed by Engineer- in - Charge and shall be recovered only after attaining the formation level and after final checking of Engineer-in- Charge. The work shall be executed in workman like manner and avoid any damage to the private / Govt. property in the vicinity of work site , if any damage occurs to any property during the course of execution shall be the absolute responsibility of the contractor , which shall have to be duly compensated by him in all cases. The recovery of useful stone quantity 10518.94 cum @ 300/- per cum amounting to Rs:- 3115682/- only shall be done on prorata basis in each running bill for this item.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Earth work in excavation of foundation of structures in all kinds of soilas per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.as per MORTH specification clause No. 304 Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Plain cement concrete 1:3:6 (1cement:3 sand: 6 graded stone aggregate) in foundation with crushed stone aggregate 40 mm (forty milimetre) nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 (forteen) days and form work Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge,clause2100.

Back filling with granular materials behind abutment, wing wall and return wall complete as per drawing and Technical Specification Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge, clause 1204.3.8.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm (hundred milimetre) dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge, clause 2706 & 2200.

Providing and laying of boulder apron laid in wire crates made with 4mm (four milimetre)dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm (hundred milimetre into hundred milimetre) mesh (weaved diagonally) including 10% (Ten per cent) extra for laps and joints laid with stone boulders weighing not less than 40 kg (forty kilogram) each.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge, clause 2503.

Laying Reinforced cement concrete pipe NP2/prestressed concrete pipe 900 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement :two sand) but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge, clause 1106, 2900.

Providing and laying dry rubble flooring as per drawing and technical specification clause 1303.3 Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Construction of hill side V-Shape 0.45 x 0.25mtr.(zero point forty five into zero point two five metre) laying 10 cm (ten centimetre)thick M-10 grade drain in accordance with the requirement of specification true to line and grade . Dimension and other particular as per drawing and technical specification Including excavation and form work carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge, clause 1606.1

Construction of P.C.C. Parapets with cement concrete 1:3:6 (1cement:3 sand: 6 graded stone aggregate)as per drawing and technical specification Including excavation and form work omplete including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and Laying concrete for plain concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203(M-20) grade Including form work and carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and erecting Type -A "W"metal beam crash barrier comprising of 3mm (three milimetre)thick corrugated sheet metal beam rail, 70cm (seventy centimetre)above road/ground level fixed on ISMC series channels vertical post 150x75x5mm (one hundred fifty into seventy five into five milimetre)spaced 2 m (two metre)centre to centre 1.8 m (one point eight metre) high 1.1 m (one point one metre) below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to fixed on the vertical post with a spacer of channel section 150x75x5mm (one hundred fifty into seventy five into five milimetre). 330 mm (three hundred thirty milimetre)long complete as per clause 810. Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Loosening of the ground upto a level of 500 mm (Five Hundred milimetre) below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction clause 305.3.4 including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Construction of granular sub - base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing, laying, spreading and compacting stone aggregates of 63 mm to 45 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3(three) wheeled steel/ vibratory roller 8-10 (Eight -Ten) tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Grading -II.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.clause 404.

Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 (Three) wheeled steel/ vibratory roller 8-10 (Eight -Ten)tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Grading -III.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge. clause 404.

Rehabilitation of damaged asphalt pavement and base layer up –to a depth 300mm (Three hundred millimetre) by RS 460 cold in –situ stabilization technology using cement/additive as binder and water as per design mix. The entire in –situ process would be carried out with milling & pulverizing of damaged asphalt pavement and base layer to the desired depth and simultaneous addition of water with machine integrated 16 no’s spray bars having fitted on the wheeled recycling equipment. ROPs/FOPS as standard for height adjustment and 11 speed variants for batter homogeneous mix with Articulated and Rear axle steering. The resultant stabilized mix then would be profiled to required grade, level and thickness using grader and mix would be compacted using soil compactor roller to achieve desired proctor density complete in all respects. The above said in –situ stabilization process shell be carried out by a mobile and self –propelled stabilizer equipment of working width of 2.4mts (two point four metres) and with engine horse power of 456HP. The equipment shall be equipped with integrated microprocessor regulated water spray Bar having 16 nozzles. The cement spread by truck mounted Containerized spreader with working width 2.4 mts. (two point four metres) with integrated cellular wheels with microprocessor weight control system.all leads and lifts as per the directions of Engineer - in- Charge

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG -30)@ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects all leads and lifts as per the directions of Engineer - in- Charge

Course rubble stone masonry 2nd sort work in cement mortar 1: 4 (one cement : four sand) including staging and treatment of joints complete as per drawing, technical specification section 1400 including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying plain / reinforced cement concrete in foundation, including formwork, excluding cost of reinforcement complete as per drawing, technical specification sections 1500, 1700 & 2100, M25 Grade including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Supplying , fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge. As per clause 1600

Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm ( six hundred millimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying dry rubble flooring in cement motor 1:3 (one cement: three sand)as per drawing and technical specification clause 1303.3 Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Random rubble masonry in cement mortar 1:6 ( 1 cement : 6 sand) in foundation and plinth complete as per drawing and technical specification including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and laying damp proof course 38 mm thick cement concrete 1:2:4 ( one cement : two sand : four graded stone aggregate 12.5 mm nominal size) and curing complete including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Square rubble masonry stone masonry work in cement mortar 1:6 ( one cement : six sand) in sub - structure complete as per drawing and technical specifications including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Brick work using 2nd class common burnt clay building bricks in super structure above plinth level upto floor two level in cement mortar 1:6 (one cement : six sand) including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Half Brick work using 2nd class common burnt clay building bricks in super structure in cement mortar 1:4 ( one cement : four sand) including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and laying cement concrete 1:2:4 (one cement : two sand : four graded stone aggregate 20 mm nominal size) and curing complete including cost of form work and reinforcement for reinforced concrete work in super structure including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

6 mm (six millimetre) thick cement plaster to ceiling with cement mortar 1:3 ( one cement : three sand) including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

15 mm (fifteen millimetre) cement plaster in single coat on the rough side of brick / concrete / stone walls for interior plastering upto floor two level including arrises, internal rounded angles chamfers and /or rounded angles not exceeding 80 mm (eighty millimetre) in girth and finished even and smooth in cement mortar 1:6 (one cement : six sand) including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Cement concrete flooring 1:2:4 ( one cement : two sand : four graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement 40 mm (forty millimetre) thick including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and fixing in wall 100 mm ( hundred millimetre) dia galvanised mild steel pipe heavy duty including fitting making good the wall including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Pointing on squared rubble or coursed or uncoursed stone masonry with cement mortar 1:4 (one cement : four sand) raised and cut pointing including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

White washing with lime on undecorated wall surface two coat to give an even shade including thoroughly brooming surface remove all dirt dust motor drops and other foreign matter including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Applying priming coat over new steel & other metal surfaces after & including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete with ready mixed piming paint brushing red lead, Red - oxide/ zinc oxide chrome including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Painting two coats (excluding priming coat on new steel and other metal surfaces with enamel paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foreginmatters enamel white paint including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and fixing reinforced cement concrete M-15 grade Ordinary kilometer stone (precast) km as per MORTH clause no 804 Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and fixing reinforced cement concrete M-15 grade 5th (Fifth) kilometre stone (precast) as per MORTH clause no 804 .Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm (eighty into hundred centimetre) high above ground level, painted black and white in 15 cm (fifteen centimetre) wide strips, fitted with 80 x 100 mm (eighty into hundred milimetre) rectangular or 75 mm (seventy fivemilimetre) dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge. clause 805

Providing and fixing of road stud 100x 100 mm (hundred into hundred milimetre), die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm (thirty milimetre) upto a depth of 60 mm (sixty milimetre) and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 (part 4)1973.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and laying of hot applied thermoplastic compound 2.5 mm (two point five milimetre)thick including reflectorising glass beads @ 250 gms (two hundred fifty grams) per sqm area, thickness of 2.5 mm (two point five milimetre) is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.as per MORTH specification no 803 center line marking 3.00 mtr(three metre) length and 10cm width with a gap of 4.5m (four point five) as per IRC: 35 and outer portion of curve.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm (one point five milimetre) thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm (Seventy five into seventy five into six milimetre) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm (forty five into forty five into sixty centimetre), 60 cm (Sixty centimetre) below ground level as per approved drawing.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge 90 cm equilateral triangle

60 cm equilateral triangle

60 cm circular

80 mm x 60 mm rectangular

60 cm x 45 cm rectangular

60 cm x 60 cm square

90 cm high octagon

Direction and Place Identification Signs upto 0.9 sqm (zero point nine squere metre)Size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm (two milimetre)thick with area not exceeding 0.9 sqm (zero point nine Squere metre) supported on a mild steel single angle iron post 75 x 75 x 6 mm (Seventy five into seventy five into six milimetre)firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm (forty five into forty five into sixty centimetre), 60 cm (Sixty centimetre)below ground level as per approved drawing.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

S S BUILDERS