Up gradation of Patlikul Hallan-II road Km 0/0 to 9/465 in district Kullu HP

Amount

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 HPPWD specification including carriage of materials within all leads, lift and other incidentals as per director of Engineer-in-Chief

Preparation of sub grade by dressing to camber (earth work for the cutting involved for sub grade to be paid separately) depending upon the classification of soil complete as per HPPWD specification including carriage of materials within all leads, lift and other incidentals as per director of Engineer-in-Chief.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto all leads including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Meam (including carriage of materials with in all leads, lifts & other incidentals as per the direction of Engineer-in-charge)

Tack coat (with organo silane nano technology) : Preparing and applying of water soluble organo silance nanotechnology (or bitumen emulsion application IRC approved) with cationic bitumen CRSI and water (< 1000 ppm TDS) in ratios of 1 kg organo silance : 100 kg cationic bitumen emulsion CRSI : 200 ltr. water. Mixing & Spraying : Take 1.4 kg of organo silane nanotechnology and add in 200 ltr. water while filling water in tanker / drum and then add 100 kg cationic bitumen under circulation. Mix the solution completely. Spray the solution @ 0.3-0.4 ltr. per sqm on compacted stone base. Rate including all materials, labour, hire charges of machinery etc. complete as per MORD speciication & direction of Engineer - in - charge.

Prime coat (with organo silane nano technology) : Preparing and applying of water soluble organo silane Nano technology (for bitumen emulsion application, IRC accredited) with cationic bitumen emulsion CSSI and water (< 1000 ppm TDS) in the ratio of 1 kg organo silane nanotechnology : 100 kg cationic bitumen emulsion CSSI : 200 ltr. water mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 ltr. water while filling water in tanker / drum and then add 100 kg cationic bitumen under circulation. Mix the solution completely. Spray the solution @ 1 kg per sqm on compacted stone base. Rate including all material, labour, hire charges of machinery etc. complete as per MORD speciication & direction of Engineer - in - Charge.

Excavation in earth work soil in hilly area in all heights and depths in all kinds of soil including saturated soil comprising of pick, jumper, blasting work (both in soft and hard rock) with chiselling/wedging out of rock( where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required, setting out to the required lines, grades, side slopes and level as shown on the drawings as directed by Engineer-in-charge at site according to technical specifications section 1600 and sorting out useful/un useful materials and stacking the same in all leads and lifts and transportation of the useful materials for filling in road ways, embankments for grades improvements and levelling to the required grade and then disposing of surplus excavated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load, animal load or mechanical means along with its levelling, fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by all means and labour (if any required) Recovery for useful stone of 2723.62 Cum @ 300/- per cum amounting to Rs.817086/- only shall be done on prorata basis for the quantity of cutting in earth work effected. Any loss to the public and private 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 respect.

Construction of subgrade and earthen shoulders with approved material obtainbed from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of all leads as per drawing and MORD Technical Specification Clause 303 including carriage of materials within all leads, lift and other incidentals as per director of Engineer-in-Chief.

Earth work in excavation for structures i.e. in foundation & tranches etc. as per drawing and technical specification clause 305 in all kinds of soil such as pick, jumper, blasting work or chiselling any other intermediate classification of soil in dry or saturated condition in all leads & lifts including timbering or tranches, shoring, bracing and strutting, dewatering, pumping or bailing out of water caused by rains, streams, sub-soil water, canal or river seepage etc. as may be necessary, stacking the excavated serviceable and unserviceable material separately as directed by the Engineer-in-Charge and then returning the stacking soil in fifteen centimeter layers when required into plinth and sides of foundation etc. consolidation of each deposited layer by ramming, watering and then disposing of all surplus unserviceable material as per the direction of the Engineer-in-Charge with in all leads and lifts, disposed material to be leveled and neatly dressed complete including carriage of materials within all leads and lifts and other incidentals. The rate including octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1206.6 including carriage of materials within all leads, lift and other incidentals as per director of Engineer-in-Chief.

Construction of hill side V-Shape 0.45 x 0.25 metre laying 10 Cm thick M- 10 grade drain in accordance with the requirement of specification true to lines and grade . Dimension and other particular as per drawing and technical specification clause 1606.1 including carriage of materials within all leads, lift and other incidentals as per director of Engineer-in-Chief.

Providing and fixing 5th Km (Fifth Kilometre) Stone (precast) with reinforced cement concrete M15 grade standard design as per IRC: 8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 complete including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and fixing Ordinary Kilometre Stone (Precast) with reinforced cement concrete M15 grade design as per IRC: 8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 complete including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and fixing 200 m (Twenty hundred metre) stone (precast) with reinforced cement concrete M15 grade design as per IRC: 26 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 complete including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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 technical specification clause 803 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification clause 1206.3 & 1604.7 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401 as per Technical Specification Clause 408. (Using gravel mix soil) including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and laying boulder apron laid in wire crate with 4 mm (four millimetre) dia wire confirming to IS : 280 and IS : 4826 in 100x100 mm (one hundred into one hundred millimetre) mesh (Woven diagonally) including 10% (ten percent) extra for laps and joints laid with stone boulder weighing not less than 25 Kg (Twenty five kilogram) each as per drawing and technical specification clause 1301 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and errectting "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal rail, 70 CM (seventy centimetre) above road level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm (one hundred fifty into seventy into five millimetre) spaced 2.00 mtr (Two metre) centre to centre, 1.80 mtr (one point eight metre) high, 1.10 mtr (one point ten metre) below ground level all steel parts to be galvanised by hot dip process all fitting to confirm to IS:1367 and IS:1364 metal beam rail to be fixed on vertical post with a spacer of channel section 150 x 75 x 5 mm(one hundred fifty into seventy into five millimetre), 330 mm (three hundred thirty millimetre) long complete as per drawing and MORTH technical specification clause 811 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregate of specific size to water bond macadam 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 / binding material to fill up the interstices of course aggregate, watering and compacting to the required density Grading –II as per tech. specification clause 405 By manual mean including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregate of specific size to water bond macadam 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 course aggregate, watering and compacting to the required density Grading –III as per tech. specification clause 405 By manual mean including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Construction of P.C.C. Parapets with cement concrete nominal mix 1:4:8 (1 cement:4 sand: 8 graded stone aggregate 40mm (forty millimetre) nominal size) and curing complete and form work with steel plates as per drawing and technical specification section 800 and 1200 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Construction of dry stone masonry for retaining walls, breast walls, revetment walls and parapets for sub structure and super structure complete as per drawing and technical specification clause 704.6 & 1604.3 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

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 fixed over aluminium sheeting, 1.5 mm (one point five millinetre) thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm (seventy five into seventy five into six millimetre) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm (four hundred fifty into four hundred fifty into six hundred millimetre) , 600 mm (six hundred millimetre) below ground level as per drawings and Technical Specification Section 1700 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Stone masonry in cement mortar for sub structure complete as per drawing and technical specification section 700 & 1200 in Cement mortar 1:6 (1 Cement : 6 sand) Random Rubble masonry including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Stone masonry in cement mortar for sub structure complete as per drawing and technical specification Section 700 & 1200 in Cement mortar 1:5 (1 Cement : 5 sand) Coursed Rubble masonry (2nd sort) including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701, fixed over aluminium sheeting, 2 mm (two millimetre) thick with area not exceeding 0.9 sqm (zero point nine square metre) supported on a mild steel single angle iron post 75 x 75 x 6 mm (seventy five into seventy five into six millimetre) firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm (four hundred fifty into four hundred fifty into six hundred millimetre) , 600 mm (six hundred millimetre) below ground level as per approved drawing and Technical Specification Section 1700 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and laying bitumenous macadum with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed stone aggregate of specified grading premixed with bitumenous binder transported to site, laid over as previously prepared surface with paver finisher to the required grade level and alignment rolling with smooth wheeled vibratory and tendem rolled to achieve the desired compaction as per drawing and MORD technical specification clause 504 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and laying concrete for plain / reinforcement concrete for nominal mix 1:6:12 (One cement: Six sand: Twelve graded stone aggregate 40mm (forty millimetre) nominal size) in open foundation as per drawing and technical specification section 800 & 1200 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and laying concrete for plain cement concrete grade M-20 for nominal mix 1:2:4 (One cement: Two sand: Four graded stone aggregate) in open foundation as per drawing and technical specification Section 800 & 1200 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and laying concrete for plain cement concrete grade M-10 nominal 1:3:6 (One cement: Three sand: Six graded stone aggregate 40mm (forty millimetre) nominal size) in open foundation as per drawing and technical specification Section 800 & 1200 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and laying concrete for plain cement concrete grade M-15 for nominal mix 1:2.5:5 (One cement: Two point five sand: Five graded stone aggregate) in open foundation as per drawing and technical specification Section 800 & 1200 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and laying concrete for plain / reinforcement concrete for nominal mix 1:4:8 (One cement: Four sand: Eight graded stone aggregate 40mm (forty millimetre) nominal size) in open foundation as per drawing and technical specification section 800 & 1200 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Section 800 & 1200 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and laying reinforced cement concrete pipe NP3 for culverts on 1st class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : Two mortar) but excluding excavation protection work and back filling and concrete work in head wall and parapets clause 1101 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and laying dry rubble flooring as per drawing and technical specification clause 1303 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Construction of un-reinforced dowel jointed at expansion and construction koint 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five millimetre), mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 (one hundred twenty five) micron 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 Section 1500 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and laying concrete for plain / reinforcement concrete grade M-25 for nominal mix 1:1.5:3 (One cement: One point five sand: Three graded stone aggregate) in Super structure as per drawing and technical specification Section 800 & 1400 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and laying bitumenous concrete 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per Hr using crushed stone aggregate of specified grading premixed with bitumenous binder @ 5.4 to 5.6 percent of mix and filler transporting the hot mix to work site laying with a hydraulic paver finisher with senser control to the required grade level and alignment rolling with smooth wheeled vibratory and tendem roller to achieve the desired compaction as per MORTH specification clause 507 complete in all respect including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing 3 MS plate of 1.6 mm top and middle plate duly welded with MS flat iron 25x5 mm size on back on edge. The lower plate will be welded with MS angle iron frame of 25x25x5mm of 12 SWG steel tube post duly embedded in cement conc. M-15 grade blocks of 450x450x600 mm , 600 mm below ground level . The top most diamond plate will be welded to middle plate by 47x47 mm of 12 SWG steel plate tube . All MS will be stove enameled on both side. Lettering and painting arrows border etc. will be painted with ready mixed synthetic quality in required shade and colour. All section of frame post and steel tube will be painted with primer and two coats epoxy paint as per drawing and technical specification Section 1700 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Providing and fixing PMGSY 2.00 Km board as per MORD specifications including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Prov. And fixing of citizen information board as per specification and drawing two M.S. plate 1.6 mm thick duly welded with M.S. angle iron frame of 25 mm x 25 mm x 5 mm on edges , supported with 2 nos vertical post and 2 nos horizontal post mase of 75 mm x 75 mm of 12 SWG sheet tubes duly embedded in and including cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm below ground level. All M.S . will be stove enameded on both side Lettering and painting with ready mixed synthic enamel paint of superior quality in required shade and colour. All section of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing and technical specification Section 1700 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Supplying , fitting and placing bar reinforcement in super structure complete as per drawing and technical specification clause 1001 & 1401 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Drainage spout complete as per drawing and technical specification clause 1606 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Construction of RCC railing M-25 grade cast in situ with 20 mm (Twenty millimetre) nominal size stone aggregate true to lines and grade of vertical railing post not exceed in 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm as per drawing and technical specification clause 1404.3 including carriage of material with-in all leads, lifts and other incidentals as per the direction of Engineer-in-Charge.

Routine maintenance After completion of construction condition of bit document that is 4 (vi) Of contract data to general constitution of contact and technical specification of Ministry of rural development for rural roads 2014 For rural roads including hauling/carriage of all labour equipment and material to various locations all mode of transportation in all leads and lifts to the entire satisfaction as per direction of the Engineer-in-Charge.

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Sandeep Kumar Contractor

GORSI CONSTRUCTION PVT LTD