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| 1 | 2D Artistic Painting/Mural Painting on wallls with multicolor enamel paint including preparing the surface with 2 or3 coat putty work, primer coat base base coat etc as per requirement complete with all material labour T & P as per direction of Engineer in Charge. The paint should be branded ( berger Asian Nerolac etc of high grade.) |
| 2 | 3D Artistic Painting/Mural Painting on wallls with multicolor enamel paint including preparing the surface with 2 or3 coat putty work, primer coat base base coat etc as per requirement complete with all material labour T & P as per direction of Engineer in Charge. The paint should be branded ( berger Asian Nerolac etc of high grade.) |
| 3 | Reflective Raised Pavement Markers (Cat Eye/Road Stud)Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be 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.RPM (with Shank) MORTH-804 (8.35) SOR 22.5 |
| 4 | Solar Power road marker (Solar Studs)The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13,635 kg tested in accordance with ASTM D4280. Its colour may be white , red , yellow, green or blue or combination as directed by the Engineer Its water resistance shall meet the requirements of IP 65 in accordance with IS:12063:1987 category 2 for protection against water ingress.The dimensions of solar studs shall not be less than 100 mm X 100 mm X 10 mm . It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz . Its should be able to give the prescribed performance in the temperrature range of - 400C to +550C. Its life shall be not less than 3 Years. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in Charge. SOR- 22.16 |
| 5 | Flexible Median Marker As Per IRC 79:2019:Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. , Use of Median Marker provides safety against collision happening with medians during night time , or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant, injection molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound / bounce back property. the sheeting shall be of Type XI conforming to IRC:67 and it should be on both .the faces whereby providing maximum reflectivity at l,anger distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination bf epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 rnm Reflective Area: Shall not be less than 90 cm square . Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg f Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. SOR -22.6 |
| 6 | Supply & Fixing of M S Delineator made of Mild steel with pure polyester 805 powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be conceated so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concealedwith thermoplastic body. The posts shall have lan ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtainl clear visibility of the road alignment during night time. 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 tests shall be obtained from International/Government Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is oblained 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 (D4956-09) 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 & 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. |
| 7 | Linear Delineator System (LDS)Supply & fixing of Linear Oelineator System (LOS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Eatch LOS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LOS panel is to be firmly fixed on existing concrete/brick work with 16 Nos fastner/screw. |
| 8 | Cast-in-Situ Cement Concrete M 20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as perClause 408. |
| 9 | Tubular Markers (Spring post or Spring Bollard)S/F of plastic Tubular bollards having 450 mm Height, shall be attached to the pavemet to display the minimum 50 mm width of reflective bands to the approaching road users including labour, material T&amo·P etc. for orooar completion of the work. |
| 10 | Tubular Markers (Spring post or Spring Bollard)S/F of plastic Tubular bollards having 700 mm Height, shall be attached to the pavemet to display the minimum 50 mm width of reflective bands to the approaching road users including labour, material T&amo·P etc. for orooar completion of the work. |
| 11 | Laying at or near ground level old kerb stones of all types 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 joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) - DSR 16.85 |
| 12 | Laying of Interlocking Tiles of 60 to 80 mm thick including levelling and dressing ofsurface up to required level and slopes over 30 mm thick bed and filling joints with finesand including cost of fine sand, labour, T&P etc complete But excluding cost of Tileas directed by Engineer in charge. |
| 13 | Aluminum-backed flexible prismatic sheet Aluminum-backed flexible prismatic sheeting shall be made of yellow colored flexible prismatic sheeting with non-metallic prismatic lens formed in a transparent, synthetic resin as retro reflective elements. This flexible prismatic sheeting shell have! black and yellow stripes with aluminum backed flexible prismatic Type VI sheeting conforming to ASTM: D4956 specifications and standards of coefficient of retro reflectivity, flexibillty and impact resistance applicable for reboundable devices. This flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black colour in a continuous roll format. Width of object marker shall be 300 mm. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. |
| 14 | Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). |
| 15 | Dimantling brick work or stone work in lime or cement mortar and including stacking ofmaterials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). |
| 16 | Taking 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 |
| 17 | Dismantling of flexible pavements an disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 Bituminous Courses. SOR 17.19(a) |
| 18 | First class Brick Work in 1:4 one cement & four Core sand of 2.20 F.M. mortar. in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. |
| 19 | 12 mm thick plaster with cement and coarse sand of 2.20 fineness modules mortar in 1:4 .over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. |
| 20 | Scraping old white or colour wash including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). |
| 21 | Finishing wall with weather coat by premium acrylic exterior paint applied @ 1.67 Itr/10 sqm(Asian or Berger Brand) of approved make and quality on new wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturerexterior primer applied @ 2.20kg/10 sqm after thoroughly brushing the surface free from mortardropping and other foreign matters and sand papered smooth including supply of all materials,labour, Tools & plants etc. required for proper completion of the work. |
| 22 | Finishing wall with weather coat of approved make and quality on old surface with two or more coat to give an even shade after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered i smooth including supply of all materials, labour, Tools &plants etc. required for proper completion of the work. |
| 23 | Painting roofs or other iron work in large areas with one coat priming and two coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm the ISi no. 103-109. |
| 24 | Painting or varnishing with valsper or other approved high grade enamel or superior synthetic clean varnish complete two coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm ISi no. 105/106/133-1950. |
| 25 | Finishing wall with water proof cement paint of approved make and quality on new work with one coat primer & two or more coats to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. |
| 26 | Finishing wall with two coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. |
| 27 | M.S. or iron work of small sizes and section such as but in M.S. Grills & Stair case railing. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. |
| 28 | M.S. or iron work of small sizes and section in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary wrought to required from including supply of steel bolts, nuts wastage etc. and theirfixing required for proper completion of the work. |
| 29 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. DSR-16.93 |
| 30 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. DSR -23.9 |
| 31 | Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in theproportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 32 | Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats. |
| 33 | Providing wall putty on old surface with approved quality material of Berger/ J.K./Birla or similarmake 2 coats. |
| 34 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. 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:35-2015 The finished surface to be level, uniform and free from streaks and holes. MoRTH-803 (8.13) |
| 35 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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. Dismantling of Carved Stone for crossing through Median - |
| 36 | Dismantling of RCC work or RB |
| 37 | Disposal of dismantle or waste Material upto distance of 8 Km |
| 38 | Providing and fixing at or near ground level precast cement concrete in 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. as per DSR |
| 39 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory powerroller to achieve the desired density, complete as per specifications and directions of Engineer-in-ChargeWith material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 . As per RMR |
| 40 | Laying of Interlocking Tiles of 80 mm thick including levelling and dressing of surface up to required level and slopes over30 mm thick bed of fine sand and filling joints with fine sand including cost of fine sand, labour, T&P etc complete. Including cost of Tile & all. as per SOR Grey Base |
| 41 | Color Base |
| 42 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. @3 per Median - as per DSR |
| 43 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. |
| 44 | R.C.C. work with Cement approved coarse sand and 2 cm. (3/4\\") gauge approved stone ballast in the proportions of 1:1.5:3, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W. G.G.I., binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T. & P etc. required for proper completion of the work. |
| 45 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wastage, bend, hooks, and authorised overlapping shall be measured. |
| 46 | 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 class-B type-IV vide clause 801.3 fixed over aluminium sheeting 1.5mm thick , 3 mm/4mm thick aluminium composite material thick depending on the size of the sign fixed over backsupport MS frame of minimum 25mm X 25mm X3 m, supported on a mild steel angie 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 cemant 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 Intemational/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 . P xi) As per MoRTH 801(8.04)specification & rate as per PWD schedule 202560 cm equilateral triangle with diffinitation plate(20X60cm) Cautionary Sign |
| 47 | 60cm circular with diffinitation plate(20X60cm) for Speed Limit information mandatory sign |
| 48 | 80cmX60cm rectangular with diffinitation plate(20X60cm) Informatory signboard |
| 49 | 60cmX60cm square with diffinitation plate(20X60cm) Informatory signboard |
| 50 | Supply, Laying and jointing of Hume pipe NP3 in position, jointed with jute and stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints complete, labour and T&P & transportation of pipe upto 200km etc. required for proper completion of the work.350mm dia NP3 pipe |
| 51 | 450/500 mm dia NP3 pipe |
| 52 | 600 mm dia NP3 pipe |
| 53 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes.75 mm diameter |
| 54 | Supplying at site : R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6 mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately). |
| 55 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire |
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