Tender For Reconstruction Of Kisroli Chakeri Road With 5 Year Maintenance - Bituminious Workwbm Grading 3-Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Th, kasganj-Uttar Pradesh

Tender For Reconstruction Of Kisroli Chakeri Road With 5 Year Maintenance - Bituminious WorkWBM Grading 3-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 wheel roller 80-100 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 3 as per Technical Specification Clause 405. (A)By Manual Means 2 Providing, laying, spreading and compacting graded stone aggregate to ETA/wet mix macadam conforming to table 400-13 of MORTH specification including premixing the Material with water at OMC in mechanical mix plantwith 1% Ordinary Portland Cement and 3.5% Emulsion SS-2 Stab,carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per Morth Spacification clause 406 S.I no 4.15Including all taxes Including cost of all material, labour, T&P etc., labour cess, royalty and all taxes complete but excluding GST. 3 Tack Coat (i) Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.25 kg per sqm on the prepared surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(Including Cost of Bitumen (V G-10 ) 4 20mm thick Open-Graded Premix Carpet using BituminousBinder (VG-10) Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - III Type-C By Manual Means (I)Bitumen (VG-10)(Including Cost of Bitumen (V G-10) 5 Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 A.By Manual Means Case - III : Type C (I) Bitumen (VG-10)(Including Cost of Bitumen (V G-10 ) 6 Construction of embakment with approved Material Obtained from Borrow Pits with all lift upto 1.5 M,transporting to site, compacted to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as perTechnical Specification Clause 301.5 7 Construction of subgrade and earthen shoulders with approved Material Obtained from Borrow Pits with all lifts and leads, transporting to site, compacted to meet requirement of Tables 300.2 as per Technical Specification Clause 301.1 8 C C WorkWBM Grading 3-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 wheel roller 80-100 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 3 as per Technical Specification Clause 405. (A)By Manual Means. 9 CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of 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 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. 10 05 Year Maintenance Charge Routine Maitenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.)1-1st Year 11 Maintenance for 2nd Year at Cost of Total Execute Work 12 Maintenance for 3rd Year at Cost of Total Execute Work 13 Maintenance for 4th Year at Cost of Total Execute Work 14 Maintenance for 5th Year at Cost of Total Execute Work

INR 2714 /-

INR 867000.0 /-

INR 1.33 Crore /-

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