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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 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 3 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 4 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 5 | 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 |
| 6 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 7 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 8 | 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. |
| 9 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 10 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 11 | Extra for watering the earth to bring the earth upto required O.M.C excluding rolling |
| 12 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 13 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 14 | 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) |
| 15 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 16 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 17 | 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 1000 m as per Technical Specification Clause 301 to 305with lead upto - 50mtr |
| 18 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 19 | Providing, laying, spreading and 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 loaderon 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 and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead. |
| 20 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 21 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 22 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 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 muniform 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. |
| 24 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 25 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 26 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 27 | 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 muniform 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. |
| 28 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 29 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 30 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 31 | 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 |
| 32 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 33 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 34 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 35 | 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 to3.0 kg/10sqm |
| 36 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 37 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 38 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 39 | 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 lead for mix of material 1 km. (MoRTH Specification : Clause 510,112) with all leadIn Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader with bitumen grade 60/70 (VG-30) |
| 40 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 41 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 42 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 43 | 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). |
| 44 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 45 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 46 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 47 | 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. |
| 48 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 49 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 50 | 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 |
| 51 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 52 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 53 | 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. |
| 54 | Ordinary km stone for NH,SH |
| 55 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 56 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 57 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 58 | Supply of cautionary/warning refelective sign boards made out of 2mm thick M.S. sheet as per IRC - 67 (latest revision), stove enamelled and refelective symbol fixed on angle iron of size 65 x 65 x 6 mm of 3 m long. 900 mm equilateral triangle. |
| 59 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 60 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 61 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 62 | 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 |
| 63 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 64 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 65 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 66 | 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 |
| 67 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 68 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 69 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 70 | 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. |
| 71 | For single post |
| 72 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 73 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 74 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 75 | For double post |
| 76 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 77 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 78 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 79 | 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. |
| 80 | Daoli Mithi to Rajapura Km 0/0 to 5/0 |
| 81 | Pawaliya Nada to Sundariyon ki Dhani (Kutyasani Khurd) Km 0/0 to 1/800 |
| 82 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 83 | 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 |
| 84 | NP - 3, 600 mm dia |
| 85 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 86 | Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil. |
| 87 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 88 | 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 40 mm nominal size. |
| 89 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 90 | Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400Random rubble masonryIn cement mortar 1:6 |
| 91 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 92 | Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand) |
| 93 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
| 94 | Providing, & fixing precast cement concrete coping 1: 2 :4 mix 50mm thick complete as per specification : |
| 95 | Lawadar to Mehrana Fanta Km. 0/0 to 4/0 |
