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| 1 | Item Sl. No. 1 Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRT&H Technical Specification clause 201. |
| 2 | Item No. 2Excavation for roadway in soil. by mechanical means with Dozer inctuding cutting and pushing the earth to site of embankment upto a distance of 100 m ( average lead of 50 metres ), including trimming bottom and side stoPes inaccordance with requirements of tines, grades and cross section as per MoRT&H Technicat Specification clauses of section 300 |
| 3 | Item No. 3 Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202.Bituminous Courses |
| 4 | Item Sl.No.4: Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORT&H Technical Specification Clause 401. (200mm thickness)(1)For Grading I Material |
| 5 | Item No. 5 Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406. |
| 6 | Item No. 6 Dense Graded Bituminous MacadamProviding and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. 60 mm tk. |
| 7 | Item No. 7 Bituminous ConcreteProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. 40mm tk. |
| 8 | Item Sl. No. 8 Tack Coat: Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503. |
| 9 | Item Sl. No. 9 Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502. |
| 10 | Item Sl.No.10. Retro- reflectorised Traffic signsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801.a) 900 mm equilateral traingle |
| 11 | Item Sl.No.10. Retro- reflectorised Traffic signsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801.b) 600 mm Circular |
| 12 | Item Sl.No.10. Retro- reflectorised Traffic signsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801.c) 800 x 600 mm rectangular |
| 13 | Item Sl.No.11. Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface;Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803. |
| 14 | Item Sl.No.12. Road Markers/Road Stud with Lense ReflectorProviding and fixing of road stud 100 x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973. |
| 15 | Item No. 13 Road Side Blinker Providing and fixing Solar Powered Road Markers (Solar studs) of specified size to meet the requirement of technical specification clause 804.6 made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and shall support a load of 13.635 tonne tested in accordance with ASTM D 4280, of appropriate color & water resistant to meet the requirement of IP 65 in accordance with IS: 12063:1987 category 2 for protection against water ingress. It shall have super bright LEDs of flashing rate not less than 1Hz having a life of not less than three years. The slope of retro-reflective surface shall be 35 (± 5) degrees to base. The studs shall be fixed to the Road surface in accordance with technical specification clause no. 804.7.2 using the adhesive conforming to IS or as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-Charge and in field performance as per technical specification clause no. 804.7.3. |
| 16 | Item No. 14. Road Delineators Providing and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and as per MoRT&H Technical Specification Clause 806. |
| 17 | Item Sl.No.15.Metal Beam Crash BarrierA. Type - A, \"W\" : Metal Beam Crash BarrierProviding and erecting a \"W\" metal beam crash barriercomprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MoRT&H Technical Specification Clause 811. |
| 18 | Item Sl. No.16 Rumble Strips: Road marking strips (retro-reflective) of specified shade/colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface. (for rumble strip)Providing and applying 2x2.5 mm thick road marking strips (retro-reflective) of specified shade/colour usign hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm RE by fully/semi automatic thermoplastic plaint applicator machine fitted with profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes as per MoRT&H Technical Specification Clause 803. (to be used as Rumble strips of Yellow Colour as per IRC 99-2018 Fig: 2.7) |
| 19 | Item Sl.No.17.Taking out existing CC interlocking paver blocksTaking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 20 | Item no. 18: Excavation of Structures :- Earthwork in excavation for structures as per drawing and MoRT&H Technical Specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal up to a lead of 50m, drsssing of sides & bottom and backfilling in trenches with excavated suitable material.(i) Ordinary Soil(B) Mechanical Means(i) Depth up to 3 mtr. |
| 21 | Item Sl.No.19.PCC Drain1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation 40 mm. Nominal sixe mechanically mixed, placed in foundation and compacted by vibration including cutting for 14 (fourteen) days as per drawings & MoRT&H Technical Specifications Clauses 2100, (including centering, shuttering, staging etc. but excluding reinforcement) |
| 22 | Shifting of all HT/LT composite line from PROW including storage, transportation and erection charges for widening of NH-08 at Sepahijala Sanctuiary of Agartala-Udaipur from km 22.600 to km 24.900 within the jurisdiction of Bishramganj Electrical Sub-Division with testing of line after charging as per specifications mentioned in Clause 21 of Contract Data. Work will be done under the supervision of TSECL and the satisfaction of their engineer-in-charge |
