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| 1 | Excavation in soil in hilly area in all heights and depths in all kinds of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damages to hill side, water pollution etc. and to protect stability of hill side .Rock shall be excavated with chiseling and wedging out of rock (where blasting is prohibited) .All earth work in cutting/excavation including rock excavation shall be carried out true to lines ,grades, sides slopes, width, camber, super-elevation and level as shown on the drawing and as directed by the Engineer-in-Charge in conformity with the requirement of MoRD technical specification for Rural Road, Section. 300 & 1600 to achive designed formation width including hauling and stacking of materials useful for construction at suitable sites safe manner and disposal of all surplus material to the approved dumping sites through all modes of transportation including head load and animal transport and mechanical means along with its levelling, fine dressing and carriage of machineries, tools, equipments and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. During the mobilisation period, contractor should take the advanced x-sec in 15 m interval of whole road length in the presence of Engineer-in-charge or his representative. In case the advanced x-sec has been taken in the presence of Engineer-in-Charge representative, in that case the same has to be got approved from Engineer-in-Charge. The land for dumping sites shall be arranged by the contractors himself and nothing extra shall be paid on this account,filling of unevenness blind age and finishing of the road to specified dimensions or as directed by the Engineer in-charge for smooth riding.The recovery for stones, whether useful or 188.35cum in all cases, @ Rs. 300/- only per Cum. Shall be affected on prorta basis. 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 cases. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per directions of The Engineer-in- charge including carriage of materials through all modes of transportation within all leads and lifts and other incidents. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 3 | Excavation in soil in hilly area by all means including cutting and trimming of side slopes and disposal of all excavated earth, in all leads and lifts as per drawing and technical specification clause 1603.1 and as per directions of The Engineer-in- charge including carriage of materials through all modes of transportation within all leads and lifts and other incidents. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 4 | Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and Parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks (Where blasting is prohibited) as per drawings and M.O.R.D. technical specification section 300 and 1600 and as per direction of the Engineer- In – Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and lift including dressing of sides, bottom and back filling in trenches with excavated suitable approved material to the original surface in layer not executing 150 mm (one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth any quantam of water including cleaning of slush which may arise out during dewatering complete as per direction of Engineer in-Charge. Including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 5 | Providing and laying concrete Mechanically mixed and vibrated 1:4:8 (One Cement isto four sand isto eight graded crushed stone aggregate 40 mm (forty milimetre) nominal size for plain/reinforced concrete in open foundations and plinths or similar works complete as per drawing and MoRD technical specification rural roads section 800, 900, 1200 and 1600 including carriage of materials upto all leads lifts and as per the direction of Engineer-in- Charge.The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 6 | Back filling behind abutment, wing wall and return wall and retaining wall with granular material complete as per drawings and MORD technical specification Section 1200 &1600 including carriage of materials with in all leads and lifts and as per the direction of Engineer-in Charge.The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 7 | Providing weepholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimetre) Dia (inner dia) PVC pipe extending through the full width of the structures with slop of 1(v);20 (H) towards drawing face complete as per drawings and MoRD technical specifications section 1200 and as per entire satisfaction, direction by Engineer-In-Charge and including carriage of materials with in all leads and lifts. The rate is including octroi, Royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 8 | Providing and laying of boulder apron laid in wire crates with 4 mm (four millimetre) dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10 % (ten percent) extra for laps and joints laid with stone boulders weighing not less than 40 kg (forty kilogram) each as per drawing and MORD technical specifications section 1300 including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 9 | Providing and Laying cement concrete 1:2.5:5( 1 cement :2.5 Sand :5 graded stone aggregate) M-15 , and curing complete including the cost of Farm work with steel plates and filled by bitumen drums in dressiest as per drawing and HPPWD technical specifications and as per directions of the Engineer-In-Charge including curing and carriage of materials through all modes of transportation within all leads and lifts and other incidentals. |
| 10 | Providing and laying concrete mechanically mixed and vibrated PCC M-10 (1:3:6 Nominal mix) with 20mm(twenty millimeter) nominal size for plain/reinforced concrete in open foundation and plinths or similar works complete as per drawings and MoRD technical specification section 800, 900, 1200 and 1600 and curing complete including the cost of form work and hauling of materail in all leads and lifts as per the entire satisfication and direction of Engineer in charge.The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 11 | Providing and erecting W metal beam crash barrier comprising 3 mm thick corrugated sheet metal beam rail 70 cm above road/ground level fixed on ISMC series Channel vertical part of 150 mmx75 mmx 5 mm special 2.00 metre center to center 1.80 metre high 1.10 metre below ground road level all steel parts and filaments to be galvanized by hot dip process, a fitting to confirm to IS 1367 and IS-1364 metal beam rail to be fixed on the vertical post with a space of channel section 150 mmx75 mmx5 mm 330 mm long complete as per MORTH Specification section 800 including hauling of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge.The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 12 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm (zero decimal four zero per square metre) in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment as per Technical Specification Clause 307 and as directed by the Engineer-In-charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax and any other taxes imposed by the Government but excluding GST. |
| 13 | Loosening of the ground upto a level of 300 mm (three hundred millimetre) below the subgrade level, watered, graded with motor grader and compacted in layers to meet requirement of Tables 300.1 and 300.2 of MORD with three wheel 80-100 (eighty to one hundred) Kn static roller for subgrade construction as per MORD Technical Specification section 300. as per direction of Engieer-in-Charge. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 14 | Preparation of sub-grade by dressing to camber (earth work for the cutting for sub-grade to be paid for separately) depending upon the classification of soil complate as per HPPWD. Specifications and as per directions of The Engineer-in- charge including carriage of materials through all modes of transportation within all leads and lifts and other incidents. |
| 15 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with in all lifts and leads, transporting to site, spreading, grading by mechanical means to required slope and compacted with three wheel 80-100 (eighty - hundred) kN static roller to meet requirement of Table 300.2 complete as per MORD technical Specification section 300 & 1600 and as per direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 16 | Construction of Granular Sub-Base(Grade-1) by providing well graded materials,spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three Wheel 80-100 (Eighty-hundred) kN static roller to achieve the desired density, complete as per MORD Technical Specification section 400 for grading-I Material, as per the entire satisfaction and directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 17 | Providing, laying, spreading and compacting by mechanical means crushed stone aggregate size 63mm to 45mm ( sixty three millimetre to forty five millimetre) Grading-II 75mm ( seventy five millimetres) consolidated thickness to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty to one hundred) K.N. static roller in stages to proper grade and camber including applying and brooming, stone screening type-B of size 11.2mm ( eleven point two milimetres) nominal size at the rate of 0.20 cum ( zero point two zero cubic metres) per ten square metres and binding material at the rate of 0.06 cum ( zero point zero six cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications section 400 and as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 18 | Providing, laying, spreading and compacting by mechnical means of crushed stone aggregate size 53mm to 22.4mm ( fifty three millimetre to twenty two point four millimetre) Grading-III [75mm( seventy five millimetres) consolidated thickness] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. (eight to one hundred) static roller in stages to proper grade and camber, including applying and brooming, stone screening type-B of size 11.2mm ( eleven point two milimetres) nominal size at the rate of 0.18cum (zero point one eight cubic metres) per ten square metres and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications section 400 and as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental. The rate includes octroi, royality, Malkana, toll tax or other taxes imposed by the Government but excluding GST. |
| 19 | Providing and applying primer coat with Bitumen emulsion (SS-I) on the prepared surface of granular base including cleaning of road surface with Hydraulic brooms and spraying primer at the rate 0.70-1.00 Kg. per square metre using one part of bitumen emulsion SS-I as per M.O.R.D. technical specifications section 500 as per the entire satisfaction and directions of Engineer – in- Charge including carriage of materials within all leads,lifts and other incidentals . The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding. Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 20 | Providing and applying tack coat with Bitumen emulsion (RS-I) on the prepared bituminious surface cleaned with hydraulic broom and spraying with bitumen emulsion pressure distributor at the rate 0.25-0.30 Kg per Square metre using one part of bitumen tack emulsion RS-I as per MORD technical specification section 500, and as per direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST. |
| 21 | Cold Mix Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 including haulaging of materila in all leads, lifts as per the entire satisfication and direction of Engineer-in-Charge. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST. |
| 22 | Providing and laying seal coat with Bitumen emulsion (SS-2) 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 haulaging of materila in all leads, lifts as per the entire satisfication and direction of Engineer-in-Charge. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST. |
| 23 | Construction of plastic cell filled cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade Ordinary Portland Cement (OPC) or any other type as per Clause 1501.2.4 M30 (Grade). Coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less then 0.2 cum capacity and appropeiate weigh batcher using approved mix design(As per IRC 44-2088, laid in approved fixed side formwork (Steel channel, wedges, Steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed an plate vibrators and finished in continuous operation, Concrete should have a slump of 30-50MM with use of approved plasticizer if required. Formwork of plastic cells should be made of High Density Polyethylene (HDPE), sheets having thickness ranging from 0.20-0.22MM with sides 150MMx150MM and height as fixed by engineer in charge. Cells should be stitched using thread, thus ensuring optimum joint strength. Joint strength should be a minimum of 2 Kilo Newton per metre. Heat welded cells should not be procured as they are not able to withstand the tension and often break when they are laid in the full width of the carriageway. Iron spikes of about 200MM long are to be used to keep the cell walls taut. Nylon thread or rope may be used to prevent collase of cells during placement of concrete. Iron spikes to be taken out for use in other place as soon as the concrete is in place. The subbase should be provided with concrete/stone block or brick on edge on either side of the carriageway protecting the subbase with full thickness of the concrete pavement for its confinement and protection. Curing of concrete slabs for 14 - days, curing compound ( where specified) and water finishing to lines and grade as per drawing and Technical Specification of cell filled Concrete Pavement Published by NRRDA. including haulaging of materila in all leads, lifts as per the entire satisfication and direction of Engineer-in-Charge. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST. |
| 24 | Providing, laying and rolling of close-graded Mix Seal Surfacing surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) @ 0.338 kg/per ten square meter aggregates using penetration grade bitumen @ ie binders content @27.50kg/10sqm or 5.11% by weight and minimun density of MSS should be 2.10 gm/cc to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per M.O.R.D. technical specifications section 500 including haulaging of materila in all leads, lifts as per the entire satisfication and direction of Engineer-in-Charge. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST. |
| 25 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granularf material in single row including fixing collar with cement mortar 1:2 but excluding dexcavation, protection work, back filling, concrete and masonry work in head walls and parapets clause 1108 :-900mm dia including haulaging of materila in all leads, lifts as per the entire satisfication and direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 26 | Filling in foundation trenches as per drawing and technical specification clause 305.39 including hauling of material in all leads lift as per the entire satisfaction and direction of Engineer-in charge. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 27 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.90 sqm as per IRC:67 made of 2 mm 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 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 of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm 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, 600 mm below ground level as per approved drawing and MoRD Technical Specification Section 1700 including hauling of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge.The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 28 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled 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 paintedThe rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. with primer and two coats of epoxy paint as per drawing & MORD Specification section 1700 and Annexure 1700.1 including hauling of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge.The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 29 | 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, 1.5 mm thick supported on GI pipe 50 mm dia 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, 600 mm below ground level as per drawings and Technical Specification Clause 1701 including hauling of material in all leads lift as per the entire satisfaction and direction of Engineer-in charge. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 30 | Reinforced cement concrete M-15 (M-fifteen) grade 5th (fifth) Kilometre stone (Precast) of standard design as per IRC :8 fixing in position including painting and printing etcetera as per drawing and MORD technical specification section 1700 and as per the directions of the Engineer-in-Charge including carriage of material, within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 31 | Reinforced cement concrete M-15 (M-fifteen) grade Ordinary Kilometer Stone (Precast) of standard design as per IRC :8 fixing in position including painting and printing etcetera as per drawing and MORD technical specification section 1700 and as per the directions of the Engineer-in-Charge including carriage of material, within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 32 | Reinforced cement concrete M-15 (M-fifteen) grade 200m (two hundred metre) Stone (Precast) of standard design as per IRC :8 fixing in position including painting and printing etcetera as per drawing and MORD technical specification section 1700 and as per the directions of the Engineer-in-Charge including carriage of material, within all leads, lifts and other incidentals.The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 33 | 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 including hauling of material in all leads lift as per the entire satisfaction and direction of Engineer-in charge. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 34 | Providing and fixing of \\"Citizen Information board\\" as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. All M.S. will be stove enameled 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 including hauling of material in all leads lift as per the entire satisfaction and direction of Engineer-in charge. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 35 | Part-II:- Routine maintenance after completion of construction work as per term and condition of bid document and technical specification of ministry of rural development and rural roads including hauling carriage of all labour , equipment and materials to various location through all modes of transportations, all leads, lifts to the entire satisfaction of the Engineer-in-Charge. |
| 36 | For 1st year |
| 37 | For 2nd year |
| 38 | For 3 rd Year |
| 39 | For 4th Year |
| 40 | For 5th Year Please Enable Macros to View BoQ information |
