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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth up to 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201 By mechanical Means. In area of light jungle |
| 2 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means Bituminous courses . |
| 4 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 5 | Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material withina lead of 1000m. [MoRTH Specification clause 202] Concrete Cement concerte plain 1:2:4 mix and precast cement concerte blocks. |
| 6 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 7 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In Ordinary Soilmechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper |
| 8 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 9 | Add extra for earth work in embankement construction, side slopes etc. including compaction in 200 mm thick loose layers and dressing (MoRTH specification clause : 305.3.5) by manual means with all lead and lift but excluding watering and rolling. |
| 10 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 11 | Extra for watering the earth to bring the earth upto required O.M.C excluding rolling |
| 12 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 13 | Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 100% of maximum dry density (Modified Heavy Proctor test) |
| 14 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 15 | 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 Technical Specification Clause 301 to 305 |
| 16 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 17 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 18 | Providing, laying, spreading & compacting specified graded sand, gravel as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR in sub base course including premixing the material at OMC in mechanical mixer(Pug mill), carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading & maintenance of diversion complete.[MoRTH specification : Clause 401]by mechanical means withall lead. |
| 19 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 20 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 21 | Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)Grading no.2 (63-45mm) crusher broken |
| 22 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 23 | Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-8 & 400-9 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured)Grading no.3 (53-22.4 mm) crusher broken. |
| 24 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 25 | Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-12 and 400-13 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with paver finisher in sub base / base course on a well prepared surface and compacting with vibratory roller to achieve the desired density including lighting,guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with all lead. |
| 26 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 27 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112.7.0-10.0 kg/ 10Sqm |
| 28 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 29 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 On surface treated with primer 2.50 to 3 .00 kg /10sqm. |
| 30 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 31 | Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack and seal coat with all lead for mix of material (MoRTH Specification : Clause 510,112) with all lead In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. with bitumen grade 60/70 (VG-30). |
| 32 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 33 | Providing and applying premixed seal coat type \"B\" comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 511] with all lead with bitumen grade 60/70 (VG-30). |
| 34 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 35 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, coarse aggregate 26.5mm nominal size aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. as per MoRTH Specification cl. 601. |
| 36 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 37 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. Design Mix M-30 |
| 38 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 39 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 40 | S & F in position cut stone neatly dressed including earth work, C.C. 1:4:8 paintingwith enamel paint engraving letters and numerals as per IRC standard design complete. |
| 41 | Ordinary km stone for NH,SH |
| 42 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 43 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 44 | Supply of cautionary / warning sign board 90cm equilateral triangle made out of 2.0 mm thick aluminum sheet facetobefully coveredby white/bluehigh intensitygrade retro reflective sheeting with Red / white symbol, cut out or screen printed background with epoxy paint complete confirming to MoRTH specificationsclause. 801 with angle iron post 65 x 65 x 6 mm. 3 mtr. long |
| 45 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 46 | Supply of Mandatory / Regulatory retro reflective sign boards 60 cm dia made out of 2.0mm thick aluminium sheet face to be fully covered by white/ blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed back ground with epoxy paint, complete confirming to MoRTH specifications CIause. 801 with angle iron post 65 x 65 x 6mm 3Mtr. long. |
| 47 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 48 | Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size :900 x 600 mm |
| 49 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 50 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 51 | P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm 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 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 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect |
| 52 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 53 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 54 | Installation of sign boards having the posts like mandantory, cautionary and informatory boards including excavation, fixing of posts in 300 mm dia. RCC hume pipe (IS marked) 1.20 m long, 75 cm embedded in ground, the in side of pipe shall be filled with cement concrete 1 : 4 : 8 with semi-circular hump at top, the pipe shall be painted white with enamel paint including transportation etc. complete. |
| 55 | For single post |
| 56 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 57 | For double post |
| 58 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 59 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 60 | Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. |
| 61 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 62 | Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m.depth, including dress-sing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres [MoRTH Specification : Clause 301,304] Hard soil with pick work. |
| 63 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 64 | Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size. |
| 65 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 66 | ProvidingandlayingPlaincement concrete mix with stone aggregate 20 mm nominal size mechnicallymixedandvibrated in foundationup toadepthof1.50 metresbelow ground leveland/or1.50 metres aboveground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead R.C.C. grade M-20 in bed platesupto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering R.C.C. grade M-20 in bed platesupto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering. |
| 67 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 68 | Providing and fixing of reinforced ferro-cement drain cover designed for class \"AA\" / \"A\" loading duly marked on cover with adequate steel reinforce- ment having thickness 75mm to 150 mm, anti-corrosive bitumen painted M.S. plate, rim and on M.S. lifting hooks, admixture like plastisizer bond-improving compound, shrinkage resistant compound, abrasion resistant complete as per approved design etc. Class \"B\" loading 1000 x 800 mm (100 mm thick) |
| 69 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 70 | Providing & fabricating steel reinforecemnt for RCC work including cutting, bending, placing in position and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 TMT Steel reinforcement. |
| 71 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 72 | Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 |
| 73 | NP - 3, 600 mm dia |
| 74 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 75 | NP - 3, 300 mm dia (For Utility Pipe) |
| 76 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 77 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 78 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for \"AA\" class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 0.60 M x 0.60 M |
| 79 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
| 80 | Construction of Speed Breaker of IRC standard having width of 3.70 M including cost of stone aggregate(50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work including cost of Bitumen |
| 81 | Jhagarwas Phanta to Sant Sh. Hardeen Ram Ji Samadhi Sthal Via Public Tubewell |
| 82 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. Design Mix M-30 |
| 83 | NH-458 Payal Hotel to Chandaron Fatak Via Nagaur Fatak-Railway Station (Degana) |
