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| 1 | Clearing & grubbing road land incl. uprooting rank vegetation, grass, bush, shrubs, saplings & trees of girth upto 300mm, removal of stumps, disposal of unserviceable material & stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of light jungle |
| 2 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 3 | 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 305 _____do___________ with lead upto - 50mtr |
| 4 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 5 | 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. upto 20% mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/dumper. |
| 6 | Aabadi Bhag Basni Seja |
| 7 | 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 rollerto 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( iii) Grading lll |
| 8 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 9 | 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. |
| 10 | Aabadi Bhag Basni Seja |
| 11 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-8 &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 screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45mm) crusher broken |
| 12 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 13 | Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-8 &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 screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken |
| 14 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 15 | Providing & 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 & temperatures incl. cleaning of road surface as per MoRTH specification CIause- 502,112 7.0-10.0 kg /10Sqm |
| 16 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 17 | Providing & applying tack coat with bitumen emulsion on the prepared surface incl. 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 & temperatures as per MoRTH specification CI. 503,112 \"On surface treated with primer 2.50 to3.0 kg /10sqm |
| 18 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 19 | Providing andlayingopengraded 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 & seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead In Hot Mix Plant 40-60 TPH, incl. loading of aggregates with F.E loader.b) with bitumen grade 60/70 (VG-30) |
| 20 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 21 | 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)inmini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH \"b) with bitumen grade 60/70 (VG-30) |
| 22 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 23 | Construction of dry lean cement concrete sub- base over a prepared sub - grade with coarse and fine aggregate conforming to IS : 383, the size ofcoarse 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 at7 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. |
| 24 | Aabadi Bhag Basni Seja |
| 25 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement 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 grade M-30 |
| 26 | Aabadi Bhag Basni Seja |
| 27 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 28 | S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800) |
| 29 | 5 Km Stone |
| 30 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 31 | Ordinary km stone for NH |
| 32 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 33 | 200 Mts Stone |
| 34 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 35 | 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 incl. 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 & embedding the posts by M-15 mix C.C. block 300x300x600 mm incl. lettering / writing and painting etc. complete in all respect |
| 36 | Aabadi Bhag Basni Seja |
| 37 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 38 | Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 mm fixed on two posts of size 40 mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white / red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel. |
| 39 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 40 | Earth work in excavation in foundation trenches etc.in drains and channels etc. not exceeding 2m.depth, including dressing 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 mixed with kankarboulder etc.above 20% |
| 41 | Aabadi Bhag Basni Seja |
| 42 | 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. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 43 | Aabadi Bhag Basni Seja |
| 44 | 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, 300 mm dia |
| 45 | Aabadi Bhag Basni Seja |
| 46 | Gotan-Ashop road Rajlani fan ta to Harsolaw road |
| 47 | Providing and laying Jodhpur bhura stone machine cut rough stone patti having lengh 1.20mto 1.50 m for road side drain including fixing and pointing In CM 1:3laid over prepared on CC baseas per direction of Engineer incharge |
| 48 | Patti thickness 70 mm to 80 mm |
| 49 | Aabadi Bhag Basni Seja |
| 50 | Patti thickness 140 mm to160 mm |
| 51 | Aabadi Bhag Basni Seja |
