Public Works Department Tender

SR Rate 2023-24 Vol-1 P.No.15 I.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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (SR Rate 2023-24 Vol-1 P.No.15 I.No.2.1.3) ---- With lead

SR Rate 2023-24 Vol-1 P.No.15 I.No.2.2.3 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (SR Rate 2023-24 Vol-1 P.No.15 I.No.2.2.3) ---- With lead

SR Rate 2023-24 Vol-1 P.No.112 I.No.6 - Formwork, Centering & Scaffloding 20% For Box Culvert Raft Foundation (SR Rate 2023-24 Vol-1 P.No.112 I.No.6) ---- With lead

SR Rate 2023-24 Vol-1 P.No.16 I.No.2.4.3 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Rate 2023-24 Vol-1 P.No.16 I.No.2.4.3) ---- With lead

SR Rate 2023-24 Vol-1 P.No.112 I.No.6 - Formwork, Centering & Scaffloding 20% for Piers & Abutments walls of Box Culvert (SR Rate 2023-24 Vol-1 P.No.112 I.No.6) ---- With lead

SR Rate 2023-24 Vol-1 P.No.16 I.No.2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building,Road works,Water works, Irrigation works, Super structure works of bridges upto 3.50 m height. 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 including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Rate 2023-24 Vol-1 P.No.16 I.No.2.5.2) ---- With lead

SR Rate 2023-24 Vol-1 P.No.112 I.No.6 - Formwork, Centering & Scaffloding 20% For Solid slab super structures for Box Culvert. (SR Rate 2023-24 Vol-1 P.No.112 I.No.6) ---- With lead

SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11b - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Foundations of Bridges.(SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11b) ---- With lead

SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11c - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges.(SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11c) ---- With lead

SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11d - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges.(SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11d) ---- With lead

SR Rate 2023-24 Vol-3 P.No.117 I.No.12.4 - Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (SR Rate 2023-24 Vol-3 P.No.117 I.No.12.4) ---- With lead

SR Rate 2023-24 Vol-3 P.No.117 I.No.12.2 - Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2 , extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. (SR Rate 2023-24 Vol-3 P.No.117 I.No.12.2) ---- With lead

SR Rate 2023-24 Vol-3 P.No.121 I.No.13.7 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification (SR Rate 2023-24 Vol-3 P.No.121 I.No.13.7) ---- With lead

SR Rate 2023-24 Vol-3 P.No.121 I.No.13.4 - Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.(SR Rate 2023-24 Vol-3 P.No.121 I.No.13.4) ---- With lead

SR Rate 2023-24 Vol-3 P.No.123 I.No.13.15(ii) - Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (SR Rate 2023-24 Vol-3 P.No.123 I.No.13.15(ii) ---- With lead

SR Rate 2023-24 Vol-3 P.No.117 I.No.12.3 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material (SR Rate 2023-24 Vol-3 P.No.117 I.No.12.3) ---- With lead

SR Rate 2023-24 Vol-1 P.No.7 I.No.1.8 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per pecifications, including cost of labour,rolling,water,all materials,usage& all ther appurtenaces required to complete the work.(SR Rate 2023-24 Vol-1 P.No.7 I.No.1.8) ---- With lead

SR Rate 2023-24 Vol-3 P.No.129 I.No.14.4) - Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder. (Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder. (SR Rate 2023-24 Vol-3 P.No.129 I.No.14.4)) ---- With lead

SR Rate 2023-24 Vol-3 P.No.26 I.No.4.17 - 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (SR Rate 2023-24 Vol-3 P.No.26 I.No.4.17) ---- With lead

SR Rate 2023-24 Vol-3 P.No.149 I.No.16.28 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (SR Rate 2023-24 Vol-3 P.No.149 I.No.16.28) ---- With lead

SR Rate 2023-24 Vol-3 P.No.79 I.No.8.55 - Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges &fixing charges. (SR Rate 2023-24 Vol-3 P.No.79 I.No.8.55) ---- With lead