Up-gradation of Ghatasani to Barot road Km. 0/0 to 25/0 (T-03) and Up-gradation of Katindi to Kashala (Block Boundary) road Km. 4/0 to 11/600 (T-14) under PMGSY-II, Batch-I, 2019-20 Distt. Mandi (H.P.) Package No. HP-08-516 and HP-08-535.

Amount

Upgradation of Ghatasani to Barot road km. 0/0 to 25/0 (T-03) under PMGSY-II, Batch-I, 2019-20 District Mandi (H.P.) Package No. HP-08-516.

Part-I: Excavation in soil in hilly area in all heights and depths, in all kind of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/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 trimming bottom and level as shown on the drawings as directed by Engineer-in-Charge at site according to technical specifications clause 1603.1 & 1603.2 sorting out useful/ unuseful materials and stacking the same in all leads and lifts and transportation of un-useful materials for filling in road ways, embankments for grade 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 ( if required). Recovery of useful stone of 12578.39 cum. @ 300/- per cum. amounting to Rs. 37,73,517/- 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 including all leads and lift of materials or as per direction of Engineer-in-Charge.

Earth work in excavation for structures in all heights and depths as per drawing and technical specification for rural roads August 2014 clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all leads and lifts 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 including hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner filling of unevenness and finishing of 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 sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying concrete mechanically mixed and vibrated nominal mix 1:6:12 (one cement: six sand: twelve graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated nominal mix 1:5:10 (one cement: five sand: ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete Mechanically mixed and vibrated nominal mix 1:4:8 (one cement: four sand: eight graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated P.C.C. M-10 (ten) grade for plain concrete in open foundations and plinths or similar works complete as per drawings and technical specification clauses 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated P.C.C. M-20 (twenty) grade for plain /reinforced concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying mechanically mixed and vibrated reinforced cement concrete of mix design to have characteristic strength M-25 (twenty five) grade including form work and curing complete in sub structure as per drawing and technical specifications clauses 802, 804, 805, 806, 807, 1202, 1206 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Steel work welded in built up sections, trusses and framed work including cutting, hoisting fixing in position and applying a priming coat of red lead paint ingrating framed guards, bars, ladders, railings, brackets and similar works and the like complete as per design including carriage of materials within all leads and lifts complete in all respect as per technical specification clause 1002, 1003, 1004 & 1005 as per direction and satisfaction of Engineer-in-Charge.

Back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specifications 1206.3 complete including carriage of material in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighing not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301 complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and erecting a "W" Metal Beam Crash Barrier comprising of 3mm (three millimetre) thick corrugated sheet metal beam rail 70cm (seventy centimetre) above road/ ground level, fixed on ISMC series channel vertical posts 150 x 75 x 5mm thick (one hundred fifty into seventy five into five millimetre) spaced 2.00 (two point zero) metre centre to centre 1.80 metre (one point eight zero) high, 1.10 metre (one point one zero) below ground/ road level, all steel parts and fitments to be galvanised by hot deep process, all fittings to conforming to IS: 1367 and IS: 1364, metal beam, rail to be fixed on the vertical posts with a spacer of channel section 150 x 75 x 5mm (one hundred fifty into seventy five into five millimetre), 330mm (three hundred thirty millimetre) long complete as per clause 811.3 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying flooring with rubble stone laid in cement mortar 1:5 (one cement: five sand) laid over cement concrete bedding (cement concrete bedding to be measured and paid for seperately) curing complete as per drawing and technical specifications clause 1303 including carriage of material in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Providing, and laying reinforced cement concrete 900mm (Nine hundred millimeter) diameter pipe NP3 as per design 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 excavations, protection works, back filling, concrete and masonry works in head walls and parapets as per drawings and technical specifications for Rural roads clause 1101 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing weepholes in brick masonry/ stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614, 709, 1206.6 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Scarifying the existing bituminous road surface upto any depth and dosposal of scarified material with in all leads, lifts as per Technical Specification and as per the entire satisfaction and direction of Engineer-in-Charge.

Compacting original ground supporting sub-grade loosening of the ground upto a level of 300mm (three hundred millimetre) below the sub grade level, watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for sub grade construction as per Technical Specification clause 303.5.2 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

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 requirement of Table 300.2 as per technical specification clause 303.1 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density complete as per Techanical Specifications Clause 401 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadom specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) including carriage of mixed 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 of 80 to 100 Kn (eighty to hundred kilo newton) weight to achieve the desired density lighting, barricading and maintenance of diversion etcetera as per Table 400.11 & 400.12 and Technical specification clause 406 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Preparing and applying primer coat of water soluble organo silane Nano Technology (for bitumen emulsion application, IRC accredited) with cationic bitumen emulsion CSSI and water (<1000 (more than one thousand) ppm TDS) in the ratio of 1 kg (one kilogramme) organo silane nanotechnology: 100kg (one hundred kilogramme) cationic bitumen emulsion CSSI: 200 (two hundred) litre water. Mixing and spraying by taking 1kg (one kilogramme) of organo silane nanotechnology and add in 200 (two hundred) litre water while filling in tanker/drum and then add 100 kg (one hundred) cationic bitumen under circulation and mix the solution completely. Spray the solution @ 1 kg/ sqm (at the rate of one kilogramme per square metre) on compacted stone base complete as per MoRD specifications clause 502 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Preparing and applying tack coat of water soluble organo silane nono techonology (for bitumen emulsion application IRC accredited) with cationic bitumen CRSI and water (<1000 (more than one thousand) ppm TDS) in ratio of 1kg (one kilogramme) organo silane : 100 kg (one hundred kilogramme) cationic bitumen emulsion CRSI : 200 (two hundred) litre water. Mixing and Spraying by taking 1.4 kg (one point four kilogramme) of organo silane nano technology and add in 200 (two hundred) litre water, while filling water in tanker/ drum and then add 100 kg (one hundred kilogramme) cationic bitumen emulsion under circulation and mix the solution completely. Spray the solution @ 0.3 -0.4 kg/sqm (at the rate of zero point three to zero point four kilogramme per square metre) on compacted stone base complete as per MoRD specifications clause 503 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying 50mm (fifty millimetre) compacted thick bituminous macadam with aggregate of grading-II, 19 (nineteen) millimetre nominal size, using bitumen (S-90/VG-10), minimum 3.3% (three point three percent) of weight of mix on thoroughly cleaned surface, free from pot holes and cracks by mechanical broom and dust removed by compressed air, mixed in batch mix/ computerised Hot mix plant of 60 - 80 (sixty to eighty) TPH capacity calibrated from time to time mixing to bituminous concrete as per approved job mix formula from approved laboratory, transporting the mix material in clean insulated vehicles covered while in transit or awaiting, tipping and laying with sensor paver finisher to the required level and grade, rolling with power road roller to achieve the desired density complete including profile correction layer and patching of pot holes, with in all leads and lifts including carriage of materials, plants and equipment by mechanical transport, confirming to clause 504 and task 501.6 and 501.7 of MORT &H (Road wing) specifications for road and bridge work (Fifth revision) as per direction of Engineer-in-Charge.

Providing and laying 30mm (thirty millimetre) thick single layer semi dense bituminous concrete with 60 - 80 (sixty to eighty) TPH batch type HMP producing an average output of 50 (fifty) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-10/S-90) @ 5 (five) 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 MoRT&H specification clause No. 509 complete in all respects including carriage of material with in all leads, lifts and other incidental as per direction of Engineer-in-Charge.

Manufacturing, laying of rectangular cement concrete block pavement of size 0.45m x 0.30m x 0.15m ( zero point four five metre into zero point three zero metre into zero point one five metre) of cement concrete M-30 (thirty) grade and spreading 25mm (twenty five) millimetre thick sand under neath and filling joints with sand on existing water bound mecadom base as per Techanical Specifications Clause 1503 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of parapets with mechanically mixed and vibrated cement concrete 1:5:10 (one cement : five sand : ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size) and curing complete including cost of earth work in all kinds of soil and cost of from work with steel plates complete as per drawing and technical specification including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Semi-Reflective Traffic signs. Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm (one point five millimetre) thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm (sixty five millimetre) width and required letters and figures with reflective tape engineering grade as per Clause 1701 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 (forty seven millimetre into forty seven millimetre into twelve millimetre) SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm (four hundred fifty into four hundred fifty into six hundred millimetre), 600mm (six hundred millimetre) below ground level as per approved drawing Clause 1701 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Sign board 600 mm (six hundred millimetre) circular

Sign board 600mm (six hundred millimetre) equilateral triangle

Direction and Place Identification Signs upto 0.90 sqm Size Board. Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2mm (two millimetre) thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm (seventy millimetre) width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm (forty seven millimetre into forty seven millimetre) of 12 (twelve) SWG Square tube of 3050 mm (three thousand fifty millimetre) height duly strengthened by 25 mm x 5 mm (twenty five into five millimetre) M.S. flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm (four hundred fifty millimetre into four hundred fifty millimetre into six hundred millimetre), 600 mm (six hundred millimetre) below ground level as per approved drawing and Technical Specification Clause 1701 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing.Three MS plates of 1.6mm (one point six millimeter) thick, top and middle plate duly welded with MS flat iron 25mm x 5mm (twenty five millimeters x five millimeter) size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mmx5mm (twenty five millimeters x twenty five millimetres x five millimeters). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 (two) Nos. 75mm x 75mm (seventy five millimeters x seventy five millimetres) of 12 (twelve) SWG sheet tubes posts duly embedded in cement concrete M-15 (fifteen) grade blocks of 450mmx450 mmx 600mm (four hundred fifty millimetres x four hundred fifty millimetre x six hundred millimetre) 600 mm (six hundred millimetre) below ground level.The top most diamond plate will be welded to middle plate by 47mm x47mm (forty seven millimetre into forty seven millimetre) of 12 (twelve) SWG steel plate tube. All M.S will be stove enamelled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying of hot applied thermoplastic compound 2.5mm (two point five millimetre) thick including reflectorising glass beads @ 250 gms/sqm (two hundred fifty gram per square metre) area thickness of 2.5mm (two point five millimetre) is execlusive of surface applied glass beads as per IRC:35. The finished surface to be uniform and free from streaks and holes complete as per MORT&H specification clause 803.2 (fifth revision) including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying and installation of delinators (road way indicators, hazard markers, object markers), 80-100 cm (eighty to hundred centimetre) high above ground level, painted black and white in 15sm (fifteen centimetre) wide strips, fitted with 80 x 100mm (eighty into one hundred millimetre) rectangular or 75mm (seventy five millimetre) diametre circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 as per approved drawing and MORT&H specification (fifth revision) including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying and fixing road stud 100x100mm ( one hundred into one hundred millimetres) diametres cast in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30mm (thirty millimetre) upto a depth of 600mm (six hundred millimetres) bedded in a suitable bituminious grout of epoxy mortar all as per BS 873 (part 4) 1973 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing 5th (fifth) kilometer stone (pre-cast) with reinforced cement concrete M:15 (fifteen) grade of standard design as per IRC : 8 fixing in position including painting and printing etcetra as per drawing and technical specifications clause 1703 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing ordinary kilometer stone (pre-cast) with reinforced cement concrete M:15 (fifteen) grade of standard design as per IRC : 8 fixing in position including painting and printing etcetera as per drawing and technical specifications clause 1703 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing 200 meter stone (pre-cast) with reinforced cement concrete M:15 (fifteen) grade of standard design as per IRC : 26 fixing in position including painting and printing etcetera as per drawing and technical specifications clause 1703 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Grassing with large grasses (large rhizomatous type, like samll bamboos). Planting rooted rhizomes of large stature grasses on slopes, including supplying clumps of appropriate grasses, spliting into separate viable rhizome sections, trimming roots, preparing lines, digging planting hole to a max of 5 cm ( five centimetre) depth with metal rod or wooden peg depending on nature of soil planting rhizomes at the spacing specified, and subsequent watering (if necessary). On embankment slopes in plain areas and fill slope <15° (fifteen degree), plants at 10cm (ten centimetre) spacings within the row; the first row is 0.75 m (zero point seven five metre) from the edge of the pavement and subsequent rows are spaced at 1.00 m (one point zero zero meter) intervals down the embankment including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Grassing with large grasses (large rhizomatous type, like samll bamboos). Planting rooted rhizomes of large stature grasses on slopes, including supplying clumps of appropriate grasses, spliting into separate viable rhizome sections, trimming roots, preparing lines, digging planting hole to a max of 5 cm ( five centimetre) depth with metal rod or wooden peg depending on nature of soil planting rhizomes at the spacing specified, and subsequent watering (if necessary). On fill slopes of 15 to 34° (fifteen to thirty four degree) and cut slopes upto 45° (forty five degree) plants at 10 cm (ten centimetre) spacing within the row; rows spaced at 0.5 m (zero point five metre) intervals including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Part-II: Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7(c ) (vi) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads including carriage of all labour equipment and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Upgradation of Katindi to Kashala (Block Boundary) road km. 4/0 to 11/600 (T-14) under PMGSY-II, Batch-I, 2019-20 District Mandi (H.P.) Package No. HP-08-535.

Part-I: Excavation in soil in hilly area in all heights and depths, in all kind of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/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 trimming bottom and level as shown on the drawings as directed by Engineer-in-Charge at site according to technical specifications clause 1603.1 & 1603.2 sorting out useful/ unuseful materials and stacking the same in all leads and lifts and transportation of un-useful materials for filling in road ways, embankments for grade 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 ( if required). Recovery of useful stone of 2362.30 cum. @ 300/- per cum. amounting to Rs. 7,08,690/- 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 including all leads and lift of materials or as per direction of Engineer-in-Charge.

Earth work in excavation for structures in all heights and depths as per drawing and technical specification for rural roads August 2014 clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all leads and lifts 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 including hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner filling of unevenness and finishing of 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 sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying concrete mechanically mixed and vibrated nominal mix 1:6:12 (one cement: six sand: twelve graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated nominal mix 1:5:10 (one cement: five sand: ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated P.C.C. M-10 (ten) grade for plain concrete in open foundations and plinths or similar works complete as per drawings and technical specification clauses 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated P.C.C. M-20 (twenty) grade for plain /reinforced concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Coursed rubble stone masonary (second sort) in cement mortar 1:4 (one cement : four sand) in sub structure complete as per drawing and technical specification clause 702, 704, 1202 & 1204 including curing and carriage of materials in all leads and lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Coursed rubble stone masonary (second sort) in cement mortar 1:6 (one cement : six sand) for sub-structure complete as per drawing and technical specification clause 702, 704, 1202 & 1204 including curing and carriage of materials in all leads and lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Random rubble stone masonary in cement mortar 1:6 (one cement : six sand) in sub-structure complete as per drawing and technical specification clause 702, 704, 1202 & 1204 including curing and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etcetera for sub structure and super structure complete as per drawing and technical specifications clauses 704.6 & 1302.5 complete including carriage of material in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specifications 1206.3 complete including carriage of material in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighing not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301 complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and erecting a "W" Metal Beam Crash Barrier comprising of 3mm (three millimetre) thick corrugated sheet metal beam rail 70cm (seventy centimetre) above road/ ground level, fixed on ISMC series channel vertical posts 150 x 75 x 5mm thick (one hundred fifty into seventy five into five millimetre) spaced 2.00 (two point zero) metre centre to centre 1.80 metre (one point eight zero) high, 1.10 metre (one point one zero) below ground/ road level, all steel parts and fitments to be galvanised by hot deep process, all fittings to conforming to IS: 1367 and IS: 1364, metal beam, rail to be fixed on the vertical posts with a spacer of channel section 150 x 75 x 5mm (one hundred fifty into seventy five into five millimetre), 330mm (three hundred thirty millimetre) long complete as per clause 811.3 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying flooring with rubble stone laid in cement mortar 1:3 (one cement: three sand) laid over cement concrete bedding (cement concrete bedding to be measured and paid for seperately) curing complete as per drawing and technical specifications clause 1303 including carriage of material in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.

Providing, and laying reinforced cement concrete 900mm (Nine hundred millimeter) diameter pipe NP3 as per design 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 excavations, protection works, back filling, concrete and masonry works in head walls and parapets as per drawings and technical specifications for Rural roads clause 1101 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Scarifying the existing bituminous road surface upto any depth and dosposal of scarified material with in all leads, lifts as per Technical Specification clause and as per the entire satisfaction and direction of Engineer-in-Charge.

Compacting original ground supporting sub-grade loosening of the ground upto a level of 300mm (three hundred millimetre) below the sub grade level, watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for sub grade construction as per Technical Specification clause 303.5.2 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

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 requirement of Table 300.2 as per technical specification clause 303.1 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregate of 90 mm to 45 mm ( ninety millimetre to forty five millimetre) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty to hundred kilonewton) 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 in Grade-I by mechanical means as per technical specification Clause 404 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregate of 63 mm to 45 mm ( sixty three millimetre to forty five millimetre) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty to hundred kilonewton) 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 in Grade-II by mechanical means as per technical specification Clause 405 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregate of sizes 53-22.4mm (fifty three to twenty two point four millimetres) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty by hundred Kilo Newton) 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 by mechanical means as per technical specification Clause 405 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Preparing and applying primer coat of water soluble organo silane Nano Technology (for bitumen emulsion application, IRC accredited) with cationic bitumen emulsion CSSI and water (<1000 (more than one thousand) ppm TDS) in the ratio of 1 kg (one kilogramme) organo silane nanotechnology: 100kg (one hundred kilogramme) cationic bitumen emulsion CSSI: 200 (two hundred) litre water. Mixing and spraying by taking 1kg (one kilogramme) of organo silane nanotechnology and add in 200 (two hundred) litre water while filling in tanker/drum and then add 100 kg (one hundred) cationic bitumen under circulation and mix the solution completely. Spray the solution @ 1 kg/ sqm (at the rate of one kilogramme per square metre) on compacted stone base complete as per MoRD specifications Clause 502 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Preparing and applying tack coat of water soluble organo silane nono techonology (for bitumen emulsion application IRC accredited) with cationic bitumen CRSI and water (<1000 (more than one thousand) ppm TDS) in ratio of 1kg (one kilogramme) organo silane : 100 kg (one hundred kilogramme) cationic bitumen emulsion CRSI : 200 (two hundred) litre water. Mixing and Spraying by taking 1.4 kg (one point four kilogramme) of organo silane nano technology and add in 200 (two hundred) litre water, while filling water in tanker/ drum and then add 100 kg (one hundred kilogramme) cationic bitumen emulsion under circulation and mix the solution completely. Spray the solution @ 0.3 -0.4 kg/sqm (at the rate of zero point three to zero point four kilogramme per square metre) on compacted stone base complete as per MoRD specifications CLause 503 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying 50mm (fifty millimetre) compacted thick bituminous macadam with aggregate of grading-II, 19 (nineteen) millimetre nominal size, using bitumen (S-90/VG-10), minimum 3.3% (three point three percent) of weight of mix on thoroughly cleaned surface, free from pot holes and cracks by mechanical broom and dust removed by compressed air, mixed in batch mix/ computerised Hot mix plant of 60 - 80 (sixty to eighty) TPH capacity calibrated from time to time mixing to bituminous concrete as per approved job mix formula from approved laboratory, transporting the mix material in clean insulated vehicles covered while in transit or awaiting, tipping and laying with sensor paver finisher to the required level and grade, rolling with power road roller to achieve the desired density complete including profile correction layer and patching of pot holes, with in all leads and lifts including carriage of materials, plants and equipment by mechanical transport, confirming to clause 504 and task 501.6 and 501.7 of MORT &H (Road wing) specifications for road and bridge work (Fifth revision) as per direction of Engineer-in-Charge.

Providing and laying 25mm (twenty five millimetre) thick single layer semi dense bituminous concrete with 60 - 80 (sixty to eighty) TPH batch type HMP producing an average output of 50 (fifty) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-10/S-90) @ 5 (five) 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 MoRT&H specification clause No. 509 complete in all respects including carriage of material with in all leads, lifts and other incidental as per direction of Engineer-in-Charge.

Construction of parapets with mechanically mixed and vibrated cement concrete 1:5:10 (one cement : five sand : ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size) and curing complete including cost of earth work in all kinds of soil and cost of from work with steel plates complete as per drawing and technical specification including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of hill side V-shape drain in accordance with the requirement of specifications true to the specified line, grades, levels and dimensions and other particulars as per the drawing and technical specifications Clause 1606.1 in cement concrete 1:3:6 (one cement : three sand : six graded, crushed stone aggregate 20mm (twenty millimetre) nominal size, with thickness of concrete 10cm (ten centimetre) of size 45cm x 25cm (forty five centimetre into twenty five centimetre) including cost of earth work in all kinds of soil and cost of from work with steel plates as per MORD specifications including curing and carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing.Three MS plates of 1.6mm (one point six millimeter) thick, top and middle plate duly welded with MS flat iron 25mm x 5mm (twenty five millimeters x five millimeter) size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mmx5mm (twenty five millimeters x twenty five millimetres x five millimeters). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 (two) Nos. 75mm x 75mm (seventy five millimeters x seventy five millimetres) of 12 (twelve) SWG sheet tubes posts duly embedded in cement concrete M-15 (fifteen) grade blocks of 450mmx450 mmx 600mm (four hundred fifty millimetres x four hundred fifty millimetre x six hundred millimetre) 600 mm (six hundred millimetre) below ground level.The top most diamond plate will be welded to middle plate by 47mm x47mm (forty seven millimetre into forty seven millimetre) of 12 (twelve) SWG steel plate tube. All M.S will be stove enamelled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing of CITIZEN INFORMATION BOARD as per MORD specifications and drawing.Two MS plates of 1.6mm (one point six millimeter) thick duly welded with MS angle iron frame 25mm x 25mm x 5mm (twenty five millimeters into twenty five millimeters into five millimeter) size on edges supported with 2 (two) Numbers vertical post made of 75mm x 75mm (seventy five millimeters x seventy five millimetres) of 12 (twelve) SWG sheet tubes posts duly embedded in cement concrete M-15 (fifteen) grade blocks of 600mm x 600 mm x 750mm (six hundred millimetres into six hundred millimeters into seven hundred fifty millimeters) 600 mm (six hundred millimetre) below ground level. All M.S will be stove enamelled on both sides.Lettering and printing arrows, border etcetera will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Semi-Reflective Traffic signs. Providing and fixing of semi reflective cautionary, mandatory and informatory sign board 900mm (nine hundred millimetre) equilateral & triangle as per IRC:67 made of 1.5 mm (one point five millimetre) thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm (sixty five millimetre) width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 (forty seven millimetre into forty seven millimetre into twelve millimetre) SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm (four hundred fifty into four hundred fifty into six hundred millimetre), 600mm (six hundred millimetre) below ground level as per approved drawing Clause 1701 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Direction and Place Identification Signs upto 0.90 sqm Size Board. Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2mm (two millimetre) thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm (seventy millimetre) width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm (forty seven millimetre into forty seven millimetre) of 12 (twelve) SWG Square tube of 3050 mm (three thousand fifty millimetre) height duly strengthened by 25 mm x 5 mm (twenty five into five millimetre) M.S. flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm (four hundred fifty millimetre into four hundred fifty millimetre into six hundred millimetre), 600 mm (six hundred millimetre) below ground level as per approved drawing and Technical Specification Clause 1701 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying of hot applied thermoplastic compound 2.5mm (two point five millimetre) thick including reflectorising glass beads @ 250 gms/sqm (two hundred fifty gram per square metre) area thickness of 2.5mm (two point five millimetre) is execlusive of surface applied glass beads as per IRC:35. The finished surface to be uniform and free from streaks and holes complete as per MORT&H specification clause 803 (fifth revision) including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying and fixing road stud 100x100mm ( one hundred into one hundred millimetres) diametres cast in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30mm (thirty millimetre) upto a depth of 600mm (six hundred millimetres) bedded in a suitable bituminious grout of epoxy mortar all as per BS 873 (part 4) 1973 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing ordinary kilometer stone (pre-cast) with reinforced cement concrete M:15 (fifteen) grade of standard design as per IRC : 8 fixing in position including painting and printing etcetera as per drawing and technical specifications clause 1703 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and fixing 200 meter stone (pre-cast) with reinforced cement concrete M:15 (fifteen) grade of standard design as per IRC : 8 fixing in position including painting and printing etcetera as per drawing and technical specifications clause 1703 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Part-II: Routine Maintenance after completion of construction work as per terms and condition of bid document that is 7(c )(vi) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads including carriage of all labour equipment and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

P K Construction Shimla Pvt Ltd