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| 1 | Cleaning and grubbing road land including uprooting rank vegetation grass, buses, shrubs, sapling and trees grit upto 300mm , removal of stumps of tree cut earliar and disposal of unserviceable material to be used or auction, upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness . MORTH 201 Sr No 2.03 |
| 2 | Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 meters from the foundation trenches.SORSI No 251 |
| 3 | Cement concrete with 4 cm. (1½\") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.SOR SI No 281 |
| 4 | RCC Work with cement concrete (1:1.5:3) including all completion of work.284A |
| 5 | M.S or iron workin renforcement cutting bending , binding ,and placeing incl. etc. all.504 |
| 6 | Preparation and consolidation of sub grade with power road roller of 8 to 12tonne capacity after excavating earth to an average of 22.5 cm depth, dressingto camber and consolidating with road roller including making good theundulations etc. and re-rolling the sub grade and disposal of surplus earthwithlead upto 50 metres Good Earth DSR 16.3.9 |
| 7 | E/w filling by cartage up to 8km cartage including cost of material all co mplete of work.Nagar Nigam Approved rate |
| 8 | Cement Treated Crushed Stone Sub baseConstruction of granular sub-base by providinggraded Material, mixing with cement in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 MORTH 403 Sr No 4.08 |
| 9 | Wet Mix Macadam (Plant Mix Method)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.MORTH 406 Sr No 4.14 |
| 10 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means.MORTH 502 Sr No. 5.01 |
| 11 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom.MORTH 502 Sr No 5.02 |
| 12 | DBM G-2Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per centby 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 MoRTH specification clause No. 505 complete in all respects.MORTH 505 Sr No. 5.04 |
| 13 | Bituminous ConcreteGrading 1 Using waste plasticProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 4.97 Percent of mix and filler, transporting the hot mix towork 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 respectsMORTH 507 Sr No 5.19 Suggestive |
| 14 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.DSR 16.63 |
| 15 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicablespecifications.DSR 16.62 |
| 16 | Suggestive moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.SORMoRTH 804(8.35)Suggestive |
| 17 | P/L 80 mm thick paver block M50 Grade steel mould technologhy Incl. all complete of work.Nagar Nigam Approved Rate |
| 18 | Retro-reflectorised Traffic sign as per IRC-67-2012providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67- 2012 made of high intensity grade sheeting type-IV vide 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters. numerals and borders etc should be as per MoRTH specification No-801.3.7 Proof of the same in form of government report shall be uploaded while quoting tenderSOR MoRTH -801 (8.4) |
| 19 | i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm) |
| 20 | ii) 60 cm equilateral tringle with diffinitation plate (20cm x 60cm) |
| 21 | iii) 60 cm Circular with diffinilation plate (20cm X 60cm) |
| 22 | iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm) |
| 23 | v) 60 mm x 45 mm rectangular with diffinitation plate (20cm x 60cm) |
| 24 | Providing plantation onroad i/c all material , labour etc complete as per direction of E/I (Khajoor Plant)MORTH 307 |
| 25 | Providing plantation on road i/c all material , labour etc complete as per direction of E/I (haze @ 0.30m c/c)Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthyleaves in 15 cm size of Earthen Pot / Plastic Pot H.DSR 10236 |
| 26 | Topiary plant of Ficus Panda well developed with fresh & healthy foliagewith 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht. plant,in 35 cm Cement Tray /Cement Pot H.DSR 10220 |
| 27 | Plumeria alba Chmapa dwarf height 90-105 cm. with 3-4 branches and thick stem inbig size HDPE bag H.DSR 10326 |
| 28 | S/L of green grass no 1 Market Rate |
| 29 | Supply and errection of G.I.electric poles ( As per Approved Design and make) 9m long with all its assisorises and including supply and laying of aluminium conductor 16 sqmm 4 core armed cable, 1.5 sqmm to core armed cable depth of 75 cm below ground level in, Pole \" Pannel 25 Amp including installation of foundation 110-150 W LED bulb etc.Market Rate |
