Tender For Construction of Kharwadih Pandit Basti Link Road Including 5 Year Maintenance - Construction of embankment with approved material obtained from R.O.W. with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2as per Technical Specification Clause 301.5 ( excludingGST) 2 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on preared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achive the desired denisty, complete as per Technical Specification clause 401. ( excludingGST) 3 W.B.M (Grade-2) Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45 mm to water bound macadam (G-2) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50 cm thickness to the required density Grading 2 as per Technical Specification Clause 405. ( excludingGST) 4 W.B.M (Grade-3) Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50 cm thickness to the required density Grading 3 as per Technical Specification Clause 405. ( excludingGST) 5 Brick edging 7.00 cm. wide on both sides of the road by M-150bricks complete as per PWD detailed specification No. 20.15 as per Technical Specification clause .(excludingGST) 6 Providing and applying Primer coat with bitumen emulsion using bitumen emulsion distributor at the rate of 0.70 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 502.(including emulsion but excluding GST) 7 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 surface cleaned with hydraulic broom as per Technical Specification Clause 503.(including bitumen but excluding GST) 8 Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1)mm aggregates either using penetration grade bitumen VG-10 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 as per Technical Specification Clause 508.(including bitumen but excluding GST) 9 Providing and laying seal coat sealing 6.7mm stone grit @0.009 Cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.(including bitumen but excluding GST) 10 Construction of subgrade and earthen shoulders with approved material obtained from R.O.W. with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. ( excludingGST) 11 Providing and laying reinforced cement concrete pipe NP3 for culvertsonfirstclassbeddingofgranular materialinsinglerow includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry worksinheadwallsandparapetsClause 1100.(350mm DiaHumePipe) ( excludingGST) 12 Providing and laying reinforced cement concrete pipe NP3 for culvertsonfirstclassbeddingofgranular materialinsinglerow includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry worksinheadwallsandparapetsClause 1100.(600mm DiaHume Pipe) ( excludingGST) 13 Maintainance cost :- Maintainance cost will be paid year wise as perGovernment order No. 17/2024/SA.-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD,Lucknoworder No. 3689COPRMC/Mul-23-24 Date 17.02.2024 14 1st year- maintainance cost 0%on Bituminous Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 15 2nd year- maintainance cost 0.75% on Bituminous Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 16 3rd year- maintainance cost 1.50 %on Bituminous Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 17 4th year- maintainance cost 2.25% on Bituminous Work(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 18 5th year- maintainance cost 3.00 % on Bituminous Work(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 19 Construction of embankment with approved material obtained from R.O.W. with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2as per Technical Specification Clause 301.5 ( excludingGST) 20 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on preared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achive the desired denisty, complete as per Technical Specification clause 401. ( excludingGST) 21 W.B.M (Grade-3) Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50 cm thickness to the required density Grading 3 as per Technical Specification Clause 405. ( excludingGST) 22 Construction of un-reinforced, expansion and constructionjoint only, plain cement concrete pavement, thikness 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 aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and apprpriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micronthik polythene film, wedges, steel plates including leveling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and platevibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying sealant, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days and water finishing to lines and grades as per drawing and Technical specification clause 1501 and as per direction of E-In-C fo work. ( excludingGST) 23 Construction of subgrade and earthen shoulders with approved material obtained from R.O.W. with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. ( excludingGST) 24 Concrete with 4cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. ( excludingGST) 25 R.C C. work with cement approved coarse sand and 2cm Gauge approved stone ballast n the proportion of 1:1.5:3 in lintels oidoors and windows, excluding its fixinq and binding the same with 24B.W.G.G.l binding wire and rnc uding necessary centering and shuttering etc. and also including S/o all materials required for proper comp etion of the work Binding wire to be supplied by the contractor free of cost ( excludingGST) 26 Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202,for Bars below 36 mm dia including over laps and wastage, where they are not welded. ( excludingGST) 27 Maintainance cost :- Maintainance cost will be paid year wise as perGovernment order No. 17/2024/SA.-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD,Lucknoworder No. 3689COPRMC/Mul-23-24 Date 17.02.2024 28 1st year- maintainance cost 0%on CC, Drain Etc Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 29 2nd year- maintainance cost 0.25% on CC, Drain EtcWork (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 30 3rd year- maintainance cost 0.50 %on CC, Drain EtcWork (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 31 4th year- maintainance cost 0.75% on CC, Drain EtcWork(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 32 5th year- maintainance cost 1.00 % onCC, Drain EtcWork(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
