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| 1 | Dismantling reinforced cement concrete or rainforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SOR No. 2022/694 |
| 2 | Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc: required for proper completion of the work.. SOR-2020 |
| 3 | M-150 Brick work in 1:4 (1 Cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 4 | 12mm thick cement plaster with 1:4 cement and approved fine sand mortar over brick work minimum thickness not to be less than 1cm including supply of all terial, labour, tolls and plants eto, required for proper completion of the work as perction SOR-2019 |
| 5 | Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. réquired for proper ompletion of the work... |
| 6 | Providing & laying spreading and compacting graded Stone eggregate to wet mix macadam specification prembong the matenal with water at OMC in mechanicalplant carriage of mixedmaterial by tpper to site laying in uniform layer with paver in sub-base/base coarse on wel prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H-406. |
| 7 | Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular baso including clearing of road surface and spraying primer at the rate of 0.60 Kaisam using mechanical means, including supply of all materials, labour. T&P etc required for properompletion of the work as per Clause-502 of MORT & H specifications and os per direction of the Engineer.in charge. (AR) |
| 8 | Providing and applyng tack coat with 80/100 bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg. per sqm. on the prepared bituminous/ granular surface cleaned with mechanical broom, including supply of al materials, labour T&P otc required for properompletion of the work as per Clause - 503 of MORT & H specifications and as per direction of the Engineer-In-charge. (AR) |
| 9 | Providing and layingbituminous macadam with higher capacly batch type HMP using crushed specified groding, premixed with bituminous binder @ 4.5 per cent by weight of total mix and file transporting the hot mbx to work sto laying with a hydrostatic paverinisher with a hydrostatic paver finisher with sensor control to the required grade, level and alignment. rolling with smoothmheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects. |
| 10 | Providing and laying bituminous concrete (Gr-il) with 120 TPH batch type hot mix plant using crushed aggregates from approved quarry of specified grading. premixed with bituminous binder (VG-30) @ 5.40 per cent of mix and filler. transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smoothheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH pecification clause No. 507 complete in all respects Adjustment for bitumen shall be done as per job mix formula and E-in-C letter No 2651 Dt 27-07-12. (Using Plastic waste @ 6% of Bitumen Weight) |
| 11 | Reflective Raleed Pavement Markers (Cat Eye/Road Stud) Supply and fixing of ralsed pavement merker with Made of Pleistic body RPM/ Road Stud shall be moulded from ASA (Acrylle Styrene Acrylonitrite or HIPS (High-Imoact Polystyrene) of Acrylonitrite 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 lenser contatning single or dual prismatic cubes capable of providing total Intefital 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 retró -reflecting surface shall not be less trian 13.00 sq.cm. the marker height shal not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the merker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other maans 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 merker shall also be given by the contractor who carries out the work of fuing of reflective road markers. In case the markers are displaced, damaged, get wom 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. (RPM WITH SHANK)DSR 2022/22.06 |
| 12 | Road Marking with Hot Applied Thermoplastic Compound with M Reflectorising Glass Beads on Bituminous Surface. (Repeated/80 Tranvers bar) Providing and laying of hot applied thermoplastic compound 2.5 sqr 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:35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 13 | 12 m-15 m Span Over Head Structure with 300 die MS-two vertical. post Supply, foding & erection of built up Overhead Structure of 12M-15M span comprising of two vertical posts of 8.00 1M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 num. plate at top & 12 mm M S plate at bottom. The horizontal Truss shat comprise of 50 mm dis heavy class M.S. pipe and 40 mm dia heavy M 5! pipe as bracing & 10 mm MS plate at hotton for ibang to vertical post az! per structure design & drawing with one of säsel primer and two coats o synthetic enamel plant. The work Includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per sika! condition for bullt up structure Including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete Including supply and fường of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be es per relevant clauses of MORT&H specification section 800 and IRC 2012 complete in all respect. The Rates shall include cost of desty fabrication, supply, transportations, Local shining Erection of Signage structure using crane, Inclusive of all taxes etc. all T&P machine. material and labour required for proper completion of work as per direction of Engineer-in-charge. SOR 2022/NEW ITEM/22.08 |
| 14 | Retro-Reflective Sheeting type-XI with 4 mm thick ACM Double Side Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67:2012 reflective sheeting with back frame MS angle of 35x35x5 mm. Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 The sheeting shall have a pressure-sensitive adhesive of the aggressive-tack type requiring no heat, solvent other preparation for adhesion to a smooth clean surface, In a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. 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/Govemment 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 Indla 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 & Proof of the same Report shall be uploaded which quoting tender. The rate shall Include all materials, labour, T&P, transportation, Installation and Incidentals all complete as per direction of the Engineer-in-Charge. SOR 2022/NEW ITEM/22.14 |
| 15 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 108X0.781/100XRs. 8613.55 DSR-2021 16.69 |
| 16 | RCC work in ratio 1:1.5:3 with cement and coarse sand and 200mm stone grit ……………… completion of work |
| 17 | M.S. (Tor steel or plain) in plain work such as R.C.C. work including bending for proper shape and including supply of steel & its wastage, bend, hooks. and authorised overlapping shall be measured and including cost of binding wire DSR/2021/5.2.2 |
