Tender For Reconstruction Work Of Sugarcane Link Road From Meja Manda Km 5. - Construction Of Subgrade And Earthen Shoulders Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transpor, prayagraj-Uttar Pradesh

Tender For Reconstruction Work Of Sugarcane Link Road From Meja Manda Km 5. - Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 2 Granular Sub-base with well Graded Material (Table 400.1) 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, and compacting with smooth wheel rollerto achieve the desired density, complete as per MORD Technical Specification clause 401. 3 WBM Grading - II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per MORD Technical Specification Clause 405 4 WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per MORD Technical Specification Clause 405 5 Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORD Technical Specification Clause No. 502 (Including Cost of Emulsion) 6 Tack coat Providing and applying tack coat with bitumen (VG-10) using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular base surface cleaned with mechanical broom. As per MORD Technical Specification Clause No. 503 (Including Cost of Bitumen) 7 20mm thick Open-Graded Premix Carpet using Bituminous Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. As per MORD Technical Specification Clause No. 508 (Including Cost of Bitumen) 8 Seal Coat - Type C (Mechanical Method) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat. As per MORD Technical Specification Clause No. 510 with Bitumen Binder VG-10 (Including Cost of Bitumen) 9 Brick Edging Brick edging on both sides of the road , 8 cm wide and 12 cm deep laid with mud mortar including labour & supply of bricks finished to required template and in proper alignment and also including dressing & ramming athe excavated earth as directed by the engineer incharge of the work including material labour & T&P etc for proper completion of work. but bond edging both side and road. SOR No. 765 10 Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting our construction of shoring and bracing removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. As per MORD Technical Specification Clause No. 300 11 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and as per MORD technical specification Clauses 802, 803,1202, 1203 Sr. No. 11.4 12 Brick masonary work in (1:3) cement coarse sand mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification as per MORD technical specifications Clause 1300 & 2200 Sr. No. 13.1 13 Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and as per MORD technical specification Clause 613.3 and 1204 14 Plastering with cement mortar (1:4), 15 mm thick on brickwork/ C.R. Stone masonry in substructure as per MORDtechnical specification Clauses 613.4 & 1204 Sr. No. 12.30 15 Providing and laying reinforced cement concrete pipe NP3 culvert 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 wall parapets Clause 1106. (600 mm dia Hume Pipe) 16 Providing and laying reinforced cement concrete pipe NP3 culvert 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 wall parapets Clause 1106. (350 mm dia Hume Pipe)

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	18-02-2025	Date	Date	25-02-2025

INR 2714 /-

INR 370000.0 /-

INR 37 Lakhs /-