|
| 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 | Antroli Kallan to Chudiyas Road (Village Portion Chudiyas) |
| 3 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 4 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 5 | 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. |
| 6 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 7 | Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300-1 and 300-2 for subgrade construction as per MoRTH Specification Clause 305.3.4. |
| 8 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 9 | Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In hard soil mixed with kankar,boulders etc. above 20% mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/dumper. |
| 10 | Antroli Kallan to Chudiyas Road (Village Portion Chudiyas) |
| 11 | 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 |
| 12 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 13 | Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling depression occurring during rolling [MoRTH Specification : Clause 305.3.4] |
| 14 | Antroli Kallan to Chudiyas Road (Village Portion Chudiyas) |
| 15 | Providing and laying granular sub-base material (From Natural Quarry) having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).as per MoRTH specifaction table 400-1,400-2: Grading lll |
| 16 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 17 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 18 | 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 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 and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead. |
| 19 | Antroli Kallan to Chudiyas Road (Village Portion Chudiyas) |
| 20 | 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 |
| 21 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 22 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 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 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 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 25 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 26 | 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 |
| 27 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 28 | 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 granular surface 3.00 to 3 .50 kg /10sqm . |
| 29 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 30 | 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. |
| 31 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 32 | 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). |
| 33 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 34 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 35 | 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). |
| 36 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 37 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 38 | Construction of dry lean cement concrete sub- base over a prepared sub - grade with coarse and fine aggregate conforming to IS : 383, the size of coarse aggregate not exceeding 25 mm, 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 as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 -10 tonne vibratory roller, finishing and curing complete as per MoRTHspecification clause 601. |
| 39 | Antroli Kallan to Chudiyas Road (Village Portion Chudiyas) |
| 40 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement , coarse and fine aggregate conforming to IS: 383 as per design mix, 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 grade M30 |
| 41 | Antroli Kallan to Chudiyas Road (Village Portion Chudiyas) |
| 42 | Providing and laying of interlocking concrete block pavements having thickness 80mm excluding edge block as per drawing and technical specifications. |
| 43 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 44 | Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level. |
| 45 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 46 | Providing and laying Jodhpur bhura stone machine cut rough stone patti having length 1.20m to 1.50 m for road side drain including fixing and pointing In CM 1:3 laid over prepared on CC base as per direction of Engineer incharge Patti thickness 140 mm to 160 mm |
| 47 | Antroli Kallan to Chudiyas Road (Village Portion Chudiyas) |
| 48 | 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. Ordinary km stone for NH,SH |
| 49 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 50 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 51 | 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. |
| 52 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 53 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 54 | 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 |
| 55 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 56 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 57 | 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 |
| 58 | Antroli Kallan to Chudiyas Road (Village Portion Chudiyas) |
| 59 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 60 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 61 | 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. |
| 62 | For single post |
| 63 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 64 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 65 | For double post |
| 66 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 67 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
| 68 | 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 |
| 69 | Special Repair to Renewal on Igyasani to Polas Vishnoiya Km 0/0 to 2/500 |
| 70 | SH-60 to Lawadar Road Km 0/0 to 1/0 |
