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| 1 | CIVIL WORKS |
| 2 | Part-A (Road Work) |
| 3 | 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 a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle |
| 4 | Dismantling Stone Masonry as per MoRTH Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202.Rubble Stone Masonry in Cement Mortar |
| 5 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m . Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 7 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushedstone)as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing thematerial atOMC inwetmixplant, carriage of mixed material spreading in uniform layers with motor grader F.Eloaderona prepared base and compacting with vibratory roller toachievedesired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete . [MoRTHspecification :Clause401].Bymechanicalmeans with a lead of 1 Km. For All Rajasthan except Bikaner,Churu,Hanumangarh and SriGanganagar For Grading-I Material |
| 8 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202.Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 9 | Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rollingwith smooth wheel roller 80-100kN in stagestopropergradeand camber,applying and brooming, stone screening to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading2 as per MoRTH Specification Clause 404. using Crusher borken aggregate ForAll Rajasthan except Bikaner,Churu,Hanumangarh and SriGanganagar By Mechanical Means |
| 10 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 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 near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) |
| 11 | Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. |
| 12 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause2905 300 mm dia |
| 13 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category 'C' : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 |
| 14 | PART-B (U-SHAPE DRAIN) |
| 15 | Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause304.1including setting out,construction of shoring and bracing, removal of stumps and otherdeleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth |
| 16 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing sand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 For All Rajasthan except Bikaner, Hanumangarh and SriGanganagar Nominal mix 1:3:6 |
| 17 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing sand MoRTH specifications Clause1702, 1703, 2102 & 2104 P.C.C grade M 20 For All Rajasthan except SriGanganagar Nominal mix (1:2:4) |
| 18 | Part-C (Road Furniture work) |
| 19 | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. |
| 20 | Semi-Reflective Traffic signsProviding and erecting direction and place identifications of semi reflective sign boards 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 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 Specification upto 0.9 sqm size |
| 21 | Semi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 600 mm equilateral triangle |
| 22 | 600 mm circular |
| 23 | 600 mm equilateral triangle |
| 24 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 25 | Providing and Electing typing Citizen's Information Board as per approved drawing & specifications of MORD, made of two MS Sheet of 1.6 mm thick each of size 900 mm x 750 mm stiffened by angel iron 25 mm x 25 mm x 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and Horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 mm x 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm x 600 mm x 750 mm size below ground level as per enclosed drawing & as directed by Engineer-In-Charge. All MS will be stove enameled on both side, Lettering, Figureing and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD specification. |
| 26 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. |
| 27 | Supply of centerline Raised Pavement Marker (RPM) size 125x75x20mm made out of Aluminium alloy duly white powder coating paint with two side reflective having fixing provision with nail complete in all respect. |
| 28 | Providing and fixing PVC Bump Speed Breakers size 350mmx250mmx 50mm fitted with key hooks complete with labour material and traffic diversion arrangements. |
| 29 | Note:-GST will be paid extra as per GOVT. Rules Please Enable Macros to View BoQ information |
