15th Finance Commission 2024-25 Tied Grant 1st Instalment

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 of 1000 m as per Technical Specification Clause 202 MORD / MORTH, RBR-STCL-5

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH,RBR-FNDN-1

Conveyance of excavated earth to a lead of 2 Kilometres beyond the initial lead including all labour chrages and othere incidental charges as per SS and as directed by the departmental engineer in charge of the work.

Collection, supply,spreading of crusher stone dust and rolling with hand roller, watering, consolidated, all labour charges, spreading charges etc., complete as per SS and as Directed by Departmental officer incharge of the work for road base. RBR - FNDN - 2 / i (Amend BLD-CSTN-2-8)

Vibrated P.C.C. grade M 20 (Design Mix) MORTH 12.8 B using 20 mm graded stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. and as directed by the depermental engineers in charge. RBR-FNDN-4G-B-ii - Bed

Vibrated P.C.C. grade M 20 (Design Mix) MORTH 12.8 B using 20 mm graded stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. and as directed by the depermental engineers in charge. RBR-FNDN-4G-B-ii - Sidewalls

Vibrated reinforced cement concrete (R.C.C. grade M 30 Design Mix) using 20 mm Graded Metal (MORTH 12.8 G)using 20 mm graded HBG metal including cost and conveyance of all materials land labour charges for centering, machine mixing, laying, vibrating and curing etc. including all other incidental charges of all T&P etc. for finished item of work as per MoRTH apecifications 1500, 1700, 2100 and 2702 and as directed by the depermental engineers in charge. RBR-FNDN-4-G-(i)

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT)/ Mild Steel (MS) steel bars ( Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and welding using electrodes, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, welding, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, welding etc., complete for finished item of work in all floors.( APSS No.126)

Vibrated P.C.C. grade M 20 (Design Mix) MORTH 12.8 B using 20 mm graded stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. and as directed by the depermental engineers in charge. RBR-FNDN-4G-B-ii

Collection, supply,spreading and rolling of red gravel with hand roller and watering,etc complete as per SS and as Directed by Dept. officers. RBR-FNDN-2-ii