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| 1 | Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres [average lead 50 metres], including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections |
| 2 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- VMaterial |
| 3 | Providing ,laying and compacting Granular Sub Base to compacted thickness with suitable Graded material as per table 400-1/400-2 from any approved source satisfied the required standards and specification including cost and conveyance of all materials to work site mixed in proportion to be designed with the materials to give a CBR value of not less than30 including all labour charges for stacking the materials to department gauge the required proportion spreading the mix sa directed by the Engineer including all incidental charges etc., complete as per MORTH Rev-V(Grading III) |
| 4 | Wet Mix Macadam (Table 400-13) Providing, 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification. |
| 5 | Prime coat Providing and applying primer coat with bitumen emulsion(SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM |
| 6 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer |
| 7 | Dense Graded Bituminous Macadam 75 - 100 mm thick (Table - 500-10)(Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherto 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.505) Grading I |
| 8 | DENSE GRADED BITUMINOUS MACADAM :Grading II 50 - 75 mm, Providing and laying Dense graded bituminous macadam with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 4.0 to 4.5% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 507 of MORT & H specifications complete in all respects. |
| 9 | BITUMINOUS CONCRETE:Grading II 30 - 45 mm, Providing and laying bituminous concrete with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 5.4 to 5.6% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 509 of MORT & H specifications complete in all respects. |
| 10 | Retaning Wall |
| 11 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for RCC RETAININGWALL |
| 12 | Plain cement concrete of grade M10 using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW for PCC & RCC Retaining Wall |
| 13 | Plain cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for PCC Retaining Wall and Parapet |
| 14 | Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for RCC Retaining Wall(Below Sill Level) |
| 15 | Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for RCC Retaining Wall(Above Sill Level) |
| 16 | Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification |
| 17 | Providing and fixing of weep holes in reinforced concrete abutment return wall with 100mm dia AC pipes extending through the full width of the structure with slope of IV:20H towards drawing force complete as per drawing force complete as per drawing technical specification No 2200 & 2706 |
| 18 | Filling behind Abutments and wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete. -1 Cum |
| 19 | Road Furnitures |
| 20 | Providing and laying of hot applied Thermoplastic compound 2.5 mm. thick including reflectorising glass beads @ 250 gms. per sqm. area, thickness of 2.5 mm. is exclusive of surface applied glass beads as per IRC: 35.The finished surface to be level, |
| 21 | Supplying of Solar RaisedPavement Markersmade of polycarbonatemoldedbody,solarpowered,LEDself-illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D 4280 Type H. The product should be resistant to water ingress according to IP 65 standards with IS12063:1987Category 2and should withstand temperatures in the range of -7 C to 70 C. Flashing rate and color of lighting is to be provided as per requirement. There should be minimum current losses of less than 20 micro amperes in sleep-charging mode to enhance product life and single charge should provide for a minimum autonomy of 50 hours. The typical dimensions of the marker shall be height65 {+/- 2mm), Maximum diameter of 136 (+/- 4mm). Fixing will be by drilling holes onthe road for theshanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer. Warranty Certificate and test reports confirming to compressive strength as per MORTH circular shall be obtained from the manufacturer and submitted to the engineer in-charge. Two Years Warranty Certificate for Solar RPM for the quantity installed and a certified copy of test reports from an independent test laboratory conforming to water ingress shall be obtained from the Manufacturer by the contractor and submitted to the engineer-in-charge. |
| 22 | Providing and erecting of retro reflectorised cautionary mandatory and information signs (without definition board) made out ofhigh intensityprismatic grade sheeting confirming to Type IV standards of IRC 67-2012and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed overa back supporting frame of 25mm X 25mm X 3mmmild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60 m below ground level. The sign post should be painted as per IRC 67 - 2012 AND firmly fixed tothe gorund by means of properly designed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment,machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of work as directed by the engineer in charge. High intensity Retro reflectro sheet shall consist of minimum co efficient of Retro refection as per table 6.6 of IRC 2012. The retro reflective sheeting shall covered under 7 year warranty issued for the field performance and a certified copy of three years outdoor exposure report shall be obtainedas per IRC67 : 2012 (as per MORTH specification no 801) |
| 23 | 60 x 45 cm Rectangular Board (Cheveron Board) |
| 24 | 60cm Circular (Speed Limit) |
| 25 | Providing and erecting of retro reflectorised cautionary mandatory and information signs (with definition board) made out ofhigh intensityprismatic grade sheeting confirming to Type IV standards of IRC 67-2012and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed overa back supporting frame of 25mm X 25mm X 3mmmild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60 m below ground level. The sign post should be painted as per IRC 67 - 2012 AND firmly fixed tothe gorund by means of properly designed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment,machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of work as directed by the engineer in charge. High intensity Retro reflectro sheet shall consist of minimum co efficient of Retro refection as per table 6.6 of IRC 2012. The retro reflective sheeting shall covered under 7 year warranty issued for the field performance and a certified copy of three years outdoor exposure report shall be obtainedas per IRC67 : 2012 (as per MORTH specification no 801) |
| 26 | 60cm Circular (Speed Limit) |
| 27 | 80cm X 60cm Rectangular Board |
| 28 | 90 cm Equlateral Triangle |
| 29 | Providing and fixing of retro refectorised Hazard Marker Traffic sign made out of HIgh Intensity Prismatic Grade sheeting confirming to TYPE-IvV standards of IRC 67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mmmild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012(as per MORTH specification no 801) |
| 30 | 30 X 90 cm rectangular |
| 31 | Providing and erectingW metal beam crash barrier: Providing and ercting W metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.05m high, 0.35m below ground/road level, all steel parts and filments to be galvanized by hot dip process, all fittings confirm 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 5mm, 330mm long complete as per clause 810. |
| 32 | MBCB Type A - W Double Guard |
| 33 | Providing and fixingof Digitally printed retro reflectorised overheadGantryInformatory Sign board made out of cube corner micro prismatic grade sheeting of TYPE XL standards of IRC 67:2012 and ASTM D 4956-09 specification,Digitally printed using latex printer for traffic color logos/text and laminated with clear electro cuttable film and applied to properly prepared sin substracts, fixed over 2 mm thick aluminium sheet with back supporting frame of size 50 mm x50 mmx6 mm MS angle and supported on a vertical post of 300 NB (Nominal Bore) MS Pipe with 12 mm thick with a ground clearence of 6 m along with 80 NB MS pipe with 4 mm thick and 40 NB MS Pipe 3.20 mm thick support posts. The sign board should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed substructure and foundation with reinforced cement concrete M20 grade column (1.25x1.2x1.9 m) and footing (1.80 mx 1.80 mx 0.30 m) with Fe 500 steel over plain cement concrete M15 grade levelling course of 100 m 100 mm thick. The minimum depth of foundation shall not be less than 2.00 m.1 number of MS plate of size 1200 mmx1200 mm x25 mm anchor bolts of 25 mm with anchor bolts 25 mm dia and 1000 m length, 2 numbers of MS Top plate of size 900 mm x 2100 mm x16 mm with suitable bolts,nuts, and washers, suitable numbers of MS stiffner plates of 8 mm thick areto be used hold the sign board at the bottom and top respectively including cost and conveyance of all materials equipment,machinary and labour with all leads and lifts loading charges and fixing the overhead cantilever sign board in position etc., for satisfactory completion of the work as structural and foundaion drawings approved by the competent authority and as directed by the engineer in charges. The micro prismatic grade retro-reflector sheet should have minimum co cefficient of retro reflectlion values as per Tble 6.9 of IRC 67-2012. The retro reflective sheeting shall be covered under 10 years warranty issued for field performance as per IRC 67-2012 andcertified copy of 3 years outdoor exposure report shall be obtained.The warranty shall be inclusive of digitally printed logos /text/legents/ and theier bonding to the retro reflective sheeting (as per MORTH specification no 801)nthe latex printer used for digital printing should be used with links of low VOC emissions and should have green quard, ECO logo certificates as per UL 2801 standards(Digitally printed Retro reflectorized overhead cantilever Gantry Informatory sign board of size 5.oom x 1.80m) |
| 34 | Supplying and fixing of Aluminium backed Flexible Prismatic (AFP) Sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminium (Al) foil with pressure sensitive adhesive and liner, further this flexible prismatic sheeting shall have screen printed arrow/ slant line pattern in black colour on top in continuous roll format. Neither AFP Sheeting nor the flexible prismatic sheeting used shall crack when slowly bent in second time around a 1/8th inch mandrel after being conditioned for 24 hours at 0 degree and tested as per section s2.2.2 of ASTM, D 4956-09. The AFP Sheeting with the linear removed shall be applied with neoprene contact adhesive with polychloroprene as base visocity of 200 - 450 cps and solid Content of 20 - 30% once applied the edges of the product shall be extremely resistant to peel off. A test report from institutes like ARAI/CRR/ conforming to above mentioned flexiblity and ASTM D 4956 - 09 type - vi retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during pre - qualificaton and supply of material. Two years warranty for field performance shall be submitted by the contractor for tecnical qualification in the tender. |
| 35 | Providing supplying 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 80x100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 as per drawings including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete as per the direction of Engineer in charge of work and in accordance with MoRT&H technical specifications clause No.805 |
| 36 | Supplyingof Solar Power Blinker: Including SolarPanel 60Wp, Solar LED Blinker with300 MM DIA (LED-192 no\"s)– Red and Yellow, Charge Controller - 12V/5A, SMF 40AH / 12VBattery, Visible Distance - 1000 Meters, 24 Hours operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and other accessories, Pole height 17’ feet. Civil Works:(Including Land Leveling, Cleaning and digging pits & concrete post grounding) Erection And Commissioning Work:Pole erection and leveling of pole, Testing and connection of batters, charger controller and solar panel wiring work |
