Balance work for Upgradation of road from MRL09 Nallah to Daryari Via Tasyala, Package No. JK12-3013, PMGSY-III, Batch-I of 2023-24 Block Panjgrain District Rajouri

Earth Work in Hilly Roads:Excavation in all kinds of soil Soft Rock & Hard Rock, Hilly areas by mechanical means including cutting and trimming of side slopes & disposing of Excavated earth with a lift of 1.50 mtr and lead as directed for safe disposal of un-serviceable/surplus excavated material without damaging private/public property (As per Technical specification clause 1603.1. and 1603.2)

clerance of slips in soils mixed with moorum/kankar/shingle/boulders disposals lead upto 50m and lifts upto 1.5m

Trench Exacavation on both side of the carriage way as per drawing by mechanical means including cutting & trimming of side slope and safe disposel of unserviceable exacavated soil as per technical specification clause 1603.2

Excavation for Structures:-Earthwork in excavation for structures as per drawings and Technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposing of surplus, un-serviceable Excavated earth as directed at site for safe disposal of same without damaging private/public property, dressing of sides and bottom and backfilling in trenches with excavated suitable material including de watering if required.

Providing and lying of plain cement concrete of Grade M-10 in open foundations complete as per drawings and Technical specifications. Clause 802, 803, 1202 & 1203. including all leads, lifts and carriages of materials by MT complete.

Providing and laying of plain cement concrete of Grade M-15 in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing, form work, all leads and lifts and carriages of materials by MT complete.

Providing and laying of plain Cement concrete of Grade M-20 in Sub-Structure complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204. Including cost of curing , form work , all leads and lifts and carriages of materials by MT complete.

Providing and laying of reinforced cement concrete of Grade M-25 in super structure as per drawings & Technical specification Clauses 800, 1205.4 and 1205.5, excluding reinforcement but including curing , cost of form work , all leads and lifts and carriages of materials by MT complete.

Supplying , fitting and placing of HYSD bar reinforcement (Fe415) for RCC work in Super Structure including bending, binding complete as per drawings & Technical specification Clauses 1002, 1010and 1202 . Including cost of binding wire and also including, all leads , lifts, handling & re-handling and carriage by mechanical transport complete.

Filling in foundation tranches as per drawing and technical specification clause 305.3.9 earth filling.

Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8 including all leads, lifts, carriages of materials by MT handling and re-handling complete .( With Available Stone)

Providing weep hole in stone masonary plain/ reinforcement Cement concrete abutments wingwalls, returnwall with 100mm dia. PVC pipes exceeding enough in width of structures with slope of1 in 20 towards drawing face complete as per drawing and tech.specification clause1294.3.7

Polygonal/Random Rubble Masonry un coursed brought to course in cement mortar 1:6 (I cement :6 fine sand) in sub- structure including leveling up as specified level with M-5 including cost of through/bond stones , including all leads, lifts, carriages of materials by MT handling, and re-handling complete.

Polygonal/Random Rubble Masonry laid dry un coursed brought to course in sub structure including cost of bond/through stones, also including all leads, lifts, carriages,of materials by MT handling and re-handling complete.

Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS:280 and IS:4826 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints weighing not less than 25 Kg each as per drawings & Technical specification Clause 1301 including all leads, lifts, carriages of materials by MT handling, re-handling and including cost of wire crates complete.

Providing and laying reinforced cement concrete NP3 pipes 1000mm dia conforming to IS 458:2003 for culverts material in single row including fixing collar with cement motar 1:2 (1 cement : 2 sand) excluding excavation, protection works, back filling cement concrete and masonry work in head walls parapets clause 1106 including all leads, lifts, carriages of materials by MT, handling, re-handling complete.

Construction of Granular Sub-Base by providing Well Graded Material,(Table 400.1) spreading 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 KN static roller capacity to achieve the desired density, complete as per technical specification clause 401 including all leads , lifts, carriages of materials, loading and Un-loading complete for Grading I Material.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (WBM) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405. including all leads lifts and carriages of material by mechanical transport complete.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (WBM) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as Per Technical Specification Clause 405. including all leads lifts and carriages of material by mechanical transport complete.

Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam 75mm specification including Premixing the material with water at OMC in mechincial mixer (Pug Mill) , carriage of mix material by Tipper to Site, laying in uniform layers in Sub Base/Base Course on a well prepared Sub-Base and compacting with smooth wheel roller 80-100 KN weight to achieve the desired denisty including lighting , bearricading and maintenance of diversion , extra as per Table 400.11 and 400.12 and Technical Specification Clause 406.

Providing and laying bituminous macadam 50mm thick with hot mix plant using crushed aggregates of grading as per Table 500.4 premix with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504

Providing and applying Primer Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/Sqm using mechanical means as per technical specification clause 502 including leads, lifts, carriages of materials , loading and unloading complete. (Low Porosity)

Providing and applying Tack Coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg per Sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification clause 503 including leads, lifts, carriages, loading and unloading complete.

Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates using S-90 (VG10) with shredded waste plastic to required line.grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel 80-100KN static roller capacity , finished to required level and grades to be followed by Seal Coat of Type-B as per technical specification clause 508. the shredded waste plastic of low density polythylene confirming to size passing 2.36 mm sieve and retained on 600 micron sieve and the quantity of shredded plastic shall be 6-8% by weight of binder bitumen. Consequently the quantity of bitumen shall be reduced correspondingly as per IRC:SP:98-2013. Dust and other impurities shall not be more than 1% at 600-C and also black coloured plastic should not be used (Finished item including all carriage, handling and re-handling of materials complete)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification clause 510 including all lead, lifts, carriages of materials by MT loading and unloading complete. By Mechanical Means : Bitumen (S-90)

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 requirements of Table 300.2 as per technical specification clause 303.1 including all lead, lifts, carriages of materials by MT loading and unloading complete.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC – 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means o properly design foundation with M-15 grade cement concrete (450 x 450 x 600)mm . 600mm below ground level as per drawing & technical specification clause 801.

Painting two coats including primercoat after filling the surface with synthetic enamel paint in all shades on new plastered surfaces as per drawing and technical specification clause 1701 (for boundary pillers).

Painting lines,dashes,arrows etc on roads in two coats on new works with ready mix road marking paint conforming to IS:164 on bituminous/concrete surface including cleaning the surface of all dirt/dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification clause 1702

RCC M-15 grade kilometer stone/ local stone of standard design as per IRC-25, fixed in position including finishing & lettering but excluding painting as per drawing & technical specification clause 1704.

1. 5TH KILOMETER STONE

2. ORDINARY KILOMETER STONE

3. 200 m stone (precast)

RCC M-15 grade boundary pillar/ local stone of standard design as per IRC-25, fixed in position incl. finishing & lettering but excl. painting as per drawing & technical specification clause 1704.

Providing & fixing of typical PMGSY LOGO board as per specification & drawing .two M.S plates of 1.6mm thick top & middle plate duly welded with ms flatiron 25 x 5 mm size on back on edges . the angle iron frame of the lower most plate & flat iron frame of middle plate will be welded to 2 Nos. 75 x 75 mm of 12SWG sheet tubes post duly embedded in cement concrete M-15 grade blocks of 450 x 450 x 600mm , 600mm below ground level . the top most diamond plate will be welded to middle plate by 47 x 47mm of 12 SWG sheet plate tube. All M.S will be stove enameled on both sides . lettering & painting, arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quantity in required shade & colour. All sections o framed posts & steel tubes will be painted with primer & two coats of epoxy paints as per drawings clause 17010 & annexure 1700.1

Providing and eracting a W metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level,fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2m centre to centre,1.8 m high,1.1 m below ground level,all steel partsand fitments to be galvanized by hot dip process, all fittings to conform to IS : 1367 and IS : 1364,metal beamrail to be fixed on the vertical post with a spacer of channel section150x75x5mm,330mm long complete as per clause 800.10 completeas per specification A 'W' MORTH specificationNo. 810.

Providing and fixing post delineators made of ABS round body fitted with 2nos. 100mm dia high reflective and reflectors and mounted on M.S. pipe of 65mm dia duly powder coated with anti-rust and anti-theft steel to be installed as per direction of Engineer-in-charge.

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly to the ground by means of property designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm below grond level as per drawing and Technical specification clause 801.

Speed limit

Right / Left hand curve

School

Right hair pin turn

Left hair pin turn

AMC for 1 st Year

AMC for 2 nd Year

AMC for 3 rd Year

AMC for 4 thYear

AMC for 5 th Year