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| 1 | Part-A Road Work |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of light jungle |
| 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 as per MoRTH Specification Clause 305. In Ordinary Soil with lead upto - 50mtr |
| 4 | 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: Grading lll |
| 5 | 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 |
| 6 | 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 |
| 7 | 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@ 7.0 to 10.0kg /10 Sqm |
| 8 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS:8887 & manufacturer’s specifications @ 2kg/10 sqm with a self propelled or towed bitumen pressure spraye requipped for spraying the material uniformly at specified rate sand temperatures as per MoRTH specification CI. 503, 112On surface treated with primer 2.50 to 3.0 kg /10sqm |
| 9 | 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 and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 510,112) with all lead In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. \"a) with bitumen grade 80/100 (VG-10) |
| 10 | Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over item No 19.1.a, 19.1.b, 19.1.c, 19.2.a, 19.2.b & 19.2.c @ 8% of the quantity of bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant (The bitumen content wil be as per respective Clause of MoRTH Specification. |
| 11 | ProvProviding 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 Specification : Clause 511] with all lead \"a) with bitumen grade 80/100 (VG-10) |
| 12 | 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. |
| 13 | Providing and laying of interlocking concrete block pavements having thickness 80mm excluding edge block as per drawing and technical specifications. |
| 14 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form workin foundation & plinth upto 1.5 mtr. from ground level. P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level For Coping |
| 15 | 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) (a) Ordinary km stone for NH |
| 16 | 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. |
| 17 | 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 |
| 18 | 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 |
| 19 | Installation of sign board shaving the posts like mandantory, cautionary and informatory boards including excavation, fixing of posts in 300mm dia. RCC hume pipe (IS marked) 1.20m 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 For single post |
| 20 | Construction of Pedestal of thickness 225mmin brick masonary in CM 1:6 as per design and drawing complete with 25 mm thick plaster in CM 1:4 plaster and weather coat paint |
| 21 | Supply & Fixing of one side polished Black granite stone 20 mm thick with engraved and gold colour painted letter ( upto 200 letter) & border as per direction of engineer in charge on existing pedestals including transportation |
| 22 | PART \"B\" Extra Work |
| 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 | Construction of un-reinforced, dowel jointed, plain cement concrete pavementover 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, 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, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. Design mix grade M30 |
