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| 1 | 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 earlierand 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 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 3 | Ola to Mansar |
| 4 | Khetasar to Naya Sankra |
| 5 | Bhesara to Sangram Singh Ki Dhani |
| 6 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical MeansBituminous Courses & Granular Courses |
| 7 | Ola to Mansar |
| 8 | Khetasar to Naya Sankra |
| 9 | Bhesara to Sangram Singh Ki Dhani |
| 10 | 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 |
| 11 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 12 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401For Grading II Material |
| 13 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 14 | Granular Sub-base with Well Graded Material (Table 400-1)Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401.For Grading IIIMaterial |
| 15 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 16 | Ola to Mansar |
| 17 | Khetasar to Naya Sankra |
| 18 | Bhesara to Sangram Singh Ki Dhani |
| 19 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By manual Means |
| 20 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 21 | Bhesara to Sangram Singh Ki Dhani |
| 22 | Water Bound MacadamSub-base/base with Stone ScreeningWBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN 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 2 as per MoRTH Specification Clause 404. using Crusher borken aggregateBy manual Means |
| 23 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 24 | Ola to Mansar |
| 25 | Khetasar to Naya Sankra |
| 26 | Bhesara to Sangram Singh Ki Dhani |
| 27 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) 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 |
| 28 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 29 | Ola to Mansar |
| 30 | Khetasar to Naya Sankra |
| 31 | Bhesara to Sangram Singh Ki Dhani |
| 32 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 33 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 34 | Ola to Mansar |
| 35 | Khetasar to Naya Sankra |
| 36 | Bhesara to Sangram Singh Ki Dhani |
| 37 | 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. |
| 38 | Ola to Mansar |
| 39 | Khetasar to Naya Sankra |
| 40 | Bhesara to Sangram Singh Ki Dhani |
| 41 | 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 of aggregate and plastic waste cutting in a hotmix 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. (Bitumen VG-30) (By mechnical means) Waste Plastic @ 8% of bitumen. |
| 42 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 43 | Ola to Mansar |
| 44 | Khetasar to Naya Sankra |
| 45 | Bhesara to Sangram Singh Ki Dhani |
| 46 | 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 BBitumen (VG-30) |
| 47 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 48 | Ola to Mansar |
| 49 | Khetasar to Naya Sankra |
| 50 | Bhesara to Sangram Singh Ki Dhani |
| 51 | Excavation for StructuresEarthwork 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 suitablematerial.Ordinary soil Depth upto 3 m |
| 52 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 53 | Khetasar to Naya Sankra |
| 54 | 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 Nominal mix (1:2.5:5) |
| 55 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 56 | Khetasar to Naya Sankra |
| 57 | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200Random rubble masonryIn 1:4 cement mortar |
| 58 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 59 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble MasonryIn 1:4 cement mortar |
| 60 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 61 | Khetasar to Naya Sankra |
| 62 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.650 mm thick |
| 63 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 64 | Khetasar to Naya Sankra |
| 65 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 66 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 67 | Khetasar to Naya Sankra |
| 68 | ReinforcedcementconcreteM15 gradekilometrestone/localstoneof standarddesignasperIRC:8fixinginpositionincludingpaintingand printing, etc as per drawing and MoRTH Specification Clause 801.5th Kilometre Stone (precast) |
| 69 | Ola to Mansar |
| 70 | Bhesara to Sangram Singh Ki Dhani |
| 71 | Reinforced cement concrete M15grade 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 Ordinary Kilometer Stone (Precast) |
| 72 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 73 | Ola to Mansar |
| 74 | Khetasar to Naya Sankra |
| 75 | Bhesara to Sangram Singh Ki Dhani |
| 76 | Reinforced cement concrete M15grade 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 801200 m stone (precast) |
| 77 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 78 | Ola to Mansar |
| 79 | Khetasar to Naya Sankra |
| 80 | Bhesara to Sangram Singh Ki Dhani |
| 81 | 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 perdrawings and MoRTH Specification Clause 801600 mm equilateral triangle |
| 82 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 83 | Ola to Mansar |
| 84 | Khetasar to Naya Sankra |
| 85 | Bhesara to Sangram Singh Ki Dhani |
| 86 | 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 block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. |
| 87 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 88 | Ola to Mansar |
| 89 | Khetasar to Naya Sankra |
| 90 | Bhesara to Sangram Singh Ki Dhani |
| 91 | Providing and Erecting typical Citizen\"s information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic 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 Specification. |
| 92 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 93 | Ola to Mansar |
| 94 | Khetasar to Naya Sankra |
| 95 | Bhesara to Sangram Singh Ki Dhani |
| 96 | Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot 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 |
| 97 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 98 | Ola to Mansar |
| 99 | Khetasar to Naya Sankra |
| 100 | Bhesara to Sangram Singh Ki Dhani |
| 101 | MarkingCentreLineandstoplinesetc.onroadasperIRCpatternwith thermoplasticpaint ofapproved quality and make without glass beads laid on the road surface at temperature 160\" C with a special applicator machine completewithaspecialapplicatormachinecompletewithlabourmaterial and traffic diversion arrangements. |
| 102 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 103 | Ola to Mansar |
| 104 | Khetasar to Naya Sankra |
| 105 | Bhesara to Sangram Singh Ki Dhani |
| 106 | Construction ofun-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge 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 Fixed Form Paver 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 drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 107 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
| 108 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing 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 |
| 109 | Construction of BT road Pokaran Sankara road to Rajasv Gram Bhomsar |
