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| 1 | Clearing and Grubbing Road Land .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 |
| 2 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 3 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 4 | Construction of Embankment with Material Obtained from Borrow Pits: 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 |
| 5 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 6 | 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 with lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 7 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 8 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 9 | Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base ; By mix-in-place method With 53 mm maximum size of aggregates |
| 10 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 11 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), 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 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406 By Mechanical Means with a lead of 1 Km. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar |
| 12 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 13 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 14 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) using truck mounted sprayer including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 15 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 16 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total 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 MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30) For All Rajasthan except Bikaner and Sri Ganganagar Grading - II (26.50 mm (Nominal Size)) |
| 17 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 18 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 19 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 20 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 21 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 22 | 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder 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 Viscosity 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 either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - II By Mechanical Means Bitumen (VG-30) |
| 23 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 24 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 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 MoRTH Specifications Clause 507 complete in all respects For All Rajasthan except Bikaner and Sri Ganganagar for Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 25 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 26 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Case - II : Type B Bitumen (VG-30) |
| 27 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 28 | Cement Concrete Pavement :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 31.5 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 150 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 |
| 29 | 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) |
| 30 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 31 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (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 Clause 2905.) 300 mm dia |
| 32 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 33 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 34 | Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801) |
| 35 | Ordinary Kilometer stone (precast) |
| 36 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 37 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 38 | 200 m stone (precast) |
| 39 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 40 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 41 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRTH Specification Clause 807) |
| 42 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 43 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 44 | Retro- reflectorised Traffic signs (Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801) 600 mm equilateral triangle |
| 45 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 46 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 47 | Retro- reflectorised Traffic signs (Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801) 600 mm circular |
| 48 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 49 | Direction and Place Identification signs upto 0.9 sqm size board. Retro-reflectorised Traffic Signs (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board) |
| 50 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 51 | 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. |
| 52 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 53 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 54 | 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. |
| 55 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 56 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 57 | Excavation for Structures (Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth |
| 58 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 59 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 60 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar Nominal mix 1:3:6 |
| 61 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 62 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 63 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar Nominal mix (1:2.5:5) |
| 64 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 65 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 66 | Supplying, fitting, and placing HYSD bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 |
| 67 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 68 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 69 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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 Clause 2905. 1000 mm dia |
| 70 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 71 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 72 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 2905. 1000 mm dia |
| 73 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 |
| 74 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 |
| 75 | SANGATH TO RAJSAMAND BORDER VIA WATI BYPASS KM 0/0 TO 6/0 |
| 76 | A/R ISWAL TO BANSLIYA KM 0/0 TO 3/00 Please Enable Macros to View BoQ information |
