W/S of Hauj to Line Bazar Naiganj Hote huye kolhanamau bypass tak 04 Lane Road in District Jaunpur

Amount

Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and sides lopes, in accordance with requirements of lines, grades and cross sections, and ransporting to the embankment location with in all lifts and lead upto1000m (including all taxes, labour cess etc but excluding GST.)

Construction of embankment with excavated quantity of earth from roadway, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(compaction only) (including all taxes, labour cess etc but excluding GST.)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet 95% proctor density requirement of table No.300-2 MORTH specification no. 305 (Lead2Km) (including all taxes, labour cess etc but excluding GST.)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (including all taxes, labour cess etc but excluding GST.)

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (including all taxes, labour cess etc but excluding GST.)

Providing, laying, spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.50 Emulsion in uniform single layer on sub base/ subgrade and compacting with the road roller to achieve the desire density. (including all taxes, labour cess etc but excluding GST.)

Providing and applying tack coat1st with VG.-10 using emulsion pressure distribut or attherate of 0.20 kg per sqm in the norms bituminous surface cleaned with mechanical broom. (Including cost of material, Labour cess etc but Excluding Bitumen & GST.)

Providing and laying dense graded bituminous macadam Grading-II with 100 TPH batch type HMP producing an avarage output of 75 tonne per hour using crused aggregates of specified grading premixed with bituminous binder(VG-40) @4.50 percent by weight of total mix and filler, transporting the hot mix to work site, layig with hydostatic paver finisher with sensor control to the required grade ,level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT & H Specification Clause 507 complete in all respects. (Including cost of material, Labour cess etc but Excluding Bitumen & GST.)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-40) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Including cost of material, Labour cess etc but Excluding Bitumen & GST.)

Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrowpits ( lead 2.00 Km.) with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (without lead). (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Plain cement concrete in open foundation complete and as per drawing technical specifications. (M- 15) As per MORTH Sr.No. 12.8 and Specification No. 1500, 1700 & (including all taxes, labour cess etc but excluding GST.)

RCC Grade M20 Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications. (including all taxes, labour cess etc but excluding GST.)

Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications (including all taxes, labour cess etc but excluding GST.)

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. As per MORTH Sr.No. 13.10 and 710.1.4.of IRC:78 and 2200 (including all taxes, labour cess etc but excluding GST.)

Plain cement concrete 1:3:6 with crushed stone nominal mix in foundation aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curring for 14 days. (including all taxes, labour cess etc but excluding GST.)

RCC Grade M30 using batching plant transit mixer & manual placing as per MORTH SI. No. 12.9 Case-II and specification No.1500, 1700, 2100 (including all taxes, labour cess etc but excluding GST.)

Providing and laying Pitching on slopes laid including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per MORTH Sr.No. 15.4 and Specification No. 2504 (including all taxes, labour cess etc but excluding GST.)

Providing weep holes in Brick work /plain /reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe extended through the full width of structure with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specifications No. 2706 & 2200 (including all taxes, labour cess etc but excluding GST.)

PART A Maintainance cost :- Maintainance cost will be paid year wise as per Government order No. 17/2024/SA.-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD, Lucknow order No. 3689COPRMC/Mul-23-24 Date 17.02.2024

1st year- maintainance cost 0% on Bituminous Work, Drain etc. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

2nd year- maintainance cost 0.25% on Bituminous Work, Drain etc. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

3rd year- maintainance cost 0.50 % on Bituminous Work, Drain etc. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

4th year- maintainance cost 0.75% on Bituminous Work, Drain etc. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

5th year- maintainance cost 1.00 % on Bituminous Work, Drain etc. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

AMBE INFRAPROJECTS PRIVATE LIMITED (BID ID -5081386)

SIDDHARTH CONSTRUCTION (BID ID -5080679)