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| 1 | Carriage of Earth on kaccha Roads (Cartage of earth 2km. Distance) (124.80-53)+33.33% for kaccha road |
| 2 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m ]ead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (SOR 23-24) |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil (DSR 2023 No. 2.8.1) |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR 2023 No. 2.25) |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 1.5 to 3.0 m depth All kinds of soil. (DSR 2023 No. 2.26.1) |
| 6 | Close timbering in trenches strutting, shoring and packing (Measurements cavities (wherever required) complete. to be taken of the face area timbered). Depth not exceeding 1.5 m (DSR 2023 No. 2.16.1) |
| 7 | Depth exceeding 1.5 m but not exceeding 3 m (DSR 2023 No. 2.16.2) |
| 8 | Depth exceeding 3 m but not exceeding 4.5 m (DSR 2023 No. 2.16.3) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 2023 No. 4.1.3) |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 2023 No. 4.1.8) |
| 11 | 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-Ill) 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. (DSR 2023 No. 4.9) |
| 12 | Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete (DSR 2023 No. 5.9.1) |
| 13 | Centring and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR 2023 No. 5.9.2) |
| 14 | Centring and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform (DSR 2023 No. 5.9.3) |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 2023 No. 5.22.6) |
| 16 | DESIGN MIX CONCRETE: Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum (DSR 2023 No. 5.33.1.2) |
| 17 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres (DSR 2023 No. 16.1) |
| 18 | Construction 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, arrd compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401.(Pre sanction Rate) (SOR 23-24 No. 20.1) |
| 19 | Providing, laying spreading & compacting graded stone aggregate of approved quarry to wet mix macadam (WMM) specification including premixing the material with water at O.M.C in machenical mix plant carriege of mixed material by tipper to site, lating in uniform layers with paver in sub -base /base course on well prepared suface & compacting with vibroatory roller to achieve the desired density complete as per MoR &H clause 406& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. (PSR) |
| 20 | Providing, & applying Priming Coat with bitumen emulsion(SS1) on prepared surface of grangular base including cleaning of road surface and spreading primer @ 0.70 kg/sqm. using mechanical means. Rates including of bitumen emulsion. (As per MORTH 502 , MORT&H 2024 Rates taken from (Analysis of Rate) |
| 21 | Providing, & applying Tack coat with bitumen emulsion SS1 using emulsion pressure distributor @ 0.25 kg/sqm on the prepared grangular/ old painted surface, cleaned with mechanical broom including all Taxes material, labour, T& P etc. required for proper completion of work. Rates including of (As per MORTH 503 MORT&H 2024 Rates taken from (Analysis of Rate) |
| 22 | Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed stone aggregates of specified grading, premixed with Bituminous binder(VG-40) @4.5% by weight of total mix and filler,transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density as per MORTH specification clause No. 505 (MORT&H 2024 Rates taken from SOR2023-24) |
| 23 | Providing and laying Bituminous concrete with higher capacity batch type hot mix plant using crushed stone aggregates of specified grading, premixed with Bituminous binder (VG-40) @5.4% by weight of total mix and filler, transporting the hot mix to work site, laying with paver finisher with sensor control to required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. as per MORT & H specification clause no. 507. MORT&H 2024 Rates taken from SOR2023-24) |
| 24 | Retro-ReflEptlvesheeting typ6-Xlwith 4 mm thick ACM Single SidE Providing & fixing of reflective signs wilh a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panelface to be fully covered with High lntensity prismatic sheeting type lV as per IRC-67:2012 retro reflective sheeting with back frame lVlS angle of 35x35x5 mm. Legends , letters , numerals and borders etc should be as per IvloRIH specificalion No- 801.3.7 The sheeting shall have a pressure - sensilive adhesive of the aggressive - lack type requiring no heat solvent other preparation for adhesion to a smoolh 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. lvlicro prismatic type lV Relro retleclive sheeling conlirming to ASTM D4956-09 shall be Pressure fixed. The Relro reflective sheeting shall be lested for a cedificate of having the sheetingmtested for coef,lcient of retro reflection, da)'lime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance. 3 years outdoor weathering and lts having passed these tests shall be obtained lrom lnternational/Government Laboratory/ lnstitute by lhe manufacturer of the sheeting and in case the certi,lcate ls obtained from lnlernational condition, it should also be obtained from lndian condition within 3 years of launching of product by the manufacture in abroad Alternatively, a certificate conforming to ASTM Speciflcation (O 4958-09) on artificial accelerated wealhering requirements from a reputed laboralory in lndia can be accepted provisionally. ln 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 requiremenl of three years outdoor weathering of the sheeting as per IRC 6712012 & 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 lhe Engineer-ln-Charge (SOR 23-24 No. 28.12) |
| 25 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorislng Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplaslic compound 2.5 mm thick including reflectorising glass beads 0? 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The llnished surface to be level, uniform and free from streaks and holes.ln addition a two year warranty for satisfactory jnfield pe.formance ofthe finished road marker shall also be given by the conlractor who carries out the work of lixing of reflective road markers. ln 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 ofthe intimation from the Engineer . at his own cost The rate shall include all materials, labour, T&P, transportalion, installation and incidentals all complete as per direction of the Engineer-in- Charge. RPM (with shank) (SOR 23-24 No. 28.2) |
| 26 | Rellective Raised Pavement Markers (Cat Eye/ Road stud) Supply and fixing of raised pavement marker with l\'4ade of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-lmoact Polystyrene) orAcryloniitrite Butadien Styrene (ABS) or Any other suilable material approved by the Engineer. The Marker shall support a load of 13,635 kg testod in accordance with ASTM D42B0.The Refleclive panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal refection ol the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTI\'4 D788 of equivalent. The slop or ret.o-reflecting surface shall preferably be 35+1-5 degree to base and the area oI each retro -reflecling surface shall not be less than 13.00 sq.cm. the marker height shall not be less lhan 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of lhe marker shall be flat wlthin 1.3 mm all road studs shall be legibly marked with the name . t.ade or other means of identification of the manufacture. epoxy lnstallations, excess adhesive around the edge ofthe marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediaiely removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the Engineer . (RPM with shank) (SOR 23-24 No. 28.5) |
| 27 | Providing & Fixing of modified thermoplastic polymer Rubberized speed breaker size 500 x 380 x 50 mm with end cap size 205 x 380 x 50 mm with weight 8.5 kg and 4.40 kg respectively speed breakers are fixed with Anchor fastner size 10 x 75 mm as per site requirement. (Analysis of Rate) |
| 28 | Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 mm (Compressive strength not less then 30Mpa and weight 4.50kg) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (rubber moulded grey) (SOR 23-24) |
| 29 | Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 mm (Compressive strength not less then 30Mpa and weight 4.50kg) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (rubber moulded coloured) (SOR 23-24 ) |
| 30 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR 2023 No. 16.69) |
| 31 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). (DSR 2023 No. 16.75) |
| 32 | Providing and Laying Cobble Stone tiles 22 mm thick in Road & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (Analysis of Rate) |
| 33 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc.,complete as required. 150mm Internal Diameter (NSI-1.1) |
| 34 | 250mm Internal Diameter (NSI-1.2) |
| 35 | 300mm Internal Diameter (NSI-1.3) |
| 36 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia. R.C.C. pipe (DSR 2023 No. 19.35.1) |
| 37 | 600 mm dia. R.C.C. pipe (DSR 2023 No. 19.35.2) |
| 38 | 900 mm dia. R.C.C. pipe (DSR 2023 No. 19.35.3) |
| 39 | 1200 mm dia. R.C.C. pipe (DSR 2023 No. 19.35.4) |
| 40 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering esides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per pecifications and having manufacture’s permanent identification mark to be visible even after fixing,including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR 2023 No. 19.16) |
| 41 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD-35 Circular shape 560 mm internal dia. (DSR 2023 No. 19.19.4.1) Please Enable Macros to View BoQ information |
