Public Works Department Tender

VOLUME-1 P.No.8 It.No:1.14 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-1 P.No.7 It.No:1.7 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3 P.No.17 It.No:3.6 - Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3 P.No.23 It.No:4.1(V) - By Plant Mix Method Construction of Granular Sub-Base of required grading as per design 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 -V Material (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3 P.No.26 It.No:4.17 - 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 m3 2,394.00 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density(inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3 P.No.31 It.No:5.1 - Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3 P.No.43 It.No:5.33 - Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3 P.No:33 It.No:5.8(C) - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade,level and alignment and rolled as per clauses 501.6 and 501.7 toachieve the desired compaction. (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3 P.No:43 It.No:5.31 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision(inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P.10 I No.2.11(A) - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead.Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means(VOLUME-3, P. 10 I No.2.11(A)) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-1 P.No.8 Sl.No:1.14.1 - Earth work excavation by mechanical means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. - Depth exceeding 1.5m, but not exceeding 3 m (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-1 P.No-15 Sl.No:2.1.3 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) - Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-1 P.No.16 Sl.No:2.3.1 - Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

Vol-I, P.No-29 Sl No-6 - Appendix I - Additionnalities for form work, centering 8 Percent (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3 P.No:87 It.No:9.1.i - 2900 Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . -1000 MM Dia (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3,P.No:65 I No. 8.7 - Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P. 64 I No. 8.5(IV) - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P. 67 I No. 8.17 - Supplying and installation of delineators (road way indicators,hazard markers, object markers), 80-100 cm high above groundlevel, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P. 67 I No. 8.18 - Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P.67 I No. 8.15 - 803 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 g/ m2 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(inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P. 67 I No.8.16 (ii) - 805- Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P. 68 I No.8.16 (iii) - 805- Reinforced cement concrete M15grade Hecto metre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc(inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P.No 74 I No.8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P.No: 9 I No. 2.5 (i)A )PWD SR 2023-24 - For Maintanance of the road after defect liability Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii)By Mechanical Means using Dozer.(a) In area of light jungle ((inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P.No: 93 I No. 10.15 (i) - i Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P.No: 91 I No.10.2 - Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3 P.No.43 It.No:5.32 - Resurfacing of road for 6th year Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3 P.No:43 It.No:5.31 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P.67 I No. 8.15 - 803 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 g/ m2 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. (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work

VOLUME-3, P.No 74 I No.8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (inclusive of GST 18%) ---- Item including cost and conveyance of of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work