WIDENING AND STRENGTHENING WORK FROM 02 LANES TO 04 LANES FROM KM-1 TO 2.50 OF KALYANPUR SHIVLI SHIVRAJPUR ROAD (M.D.R.).

Amount

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m.as per MORT&H specficatin clause no.301.

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 requirement of table 300-2.as per MORT&H specficatin clause no.305.(for shifting and compaction available earth only)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per MORT&H specficatin clause no.305

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Granular courses)as per MORT&H specficatin clause no.202.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MORT&H specficatin clause 401 . (By existing dismantle granular courses Material)

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MORT&H specficatin clause 401

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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per MORT&H specficatin clause no.406.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam with 1% cement(OPC) and 3.50% Emulsion(SS-2) 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per MORT&H specfication clause no.406.

Providing and applying primer coat with SS1 grade 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 MORT&H specficatin clause no 502.(including Bitumin Emulsion ss-1)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MORT&H specficatin clause no 503.(below DBM)(including Bitumen VG-10)

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as per MORT&H specficatin clause 519.(for making Dense Graded Bituminous Macadum Grading-II) (including Bitumin VG-40)

Providing and laying dense graded bituminous macadam with higher capacity batch type 120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects.. Grading - II(including Bitumin VG-40)

Providing and laying bituminous concrete with higher capacity batch type 120 TPH hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 (Grading - II)(including Bitumin VG-40)

Providing and Laying Reinforced Cement Concrete M 20 Grade in Substructure for center median complete as per Drawing and Technical Specification. MoRT&H.specification no. 8.1

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.as per MORT&H specficatin clause no.2100.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(Grade M20) as per MORT&H specficatin clause no.1500,1700 &2200. M-20

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.as per MORT&H specficatin clause no.1600.

Supply and fitting Angle 50x50x5 mm in duct

Laying Reinforced cement concrete pipe NP4/prestressed concrete1000 mm dia pipe for culverts 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 walls and parapets as per MORT&H specficatin clause no.2900. .

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical MORT&H Specifications clause no1300 & 2200.

1st class bedding of 40 mm gauge brick ballast under & side of Hume pipe

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical MORT&H Specifications clause no.1300 &2200.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical MORT&H Specifications 1300 & 2200.

Planting and Maintaining of Flowering Plants and Shrubs @ 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above. As per MoRTH specification Clause no. 11.8(a) / 307.

Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart.

Markings of centre line, Road edge lines on both side of Road with hot applied thermoplastic road marking paint material conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (up to date revision)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.

Providing and fixing of cats eyes type IZ-ASTMO-4956-04 of approved quality i.e. Avery, Dennison or 3-M (USA make)consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prim Eric reflective face to reflect incident light including all taxes.

Providing and fixing of Hectometere stone as per IRC-8 including painting and letter writing etc as per direction of E/I. (Hecto mt. -stone)

Providing and fixing of kilometere stone as per IRC-8 including painting and letter writing etc as per direction of E/I.(Km -stone).

Maintenance charge Repair for the period of 5 year from the actual completion of work. Maintainance of 1st Year (@0.00% of Total work amount 1 to 30) As per GO No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 दिनांक 16.01.2024 एवं मुख्य अभियन्ता (मु0-1), लो0नि0वि0, लखनऊ का पत्रांक: 3689सी-यूपीआरएमसी /मूल-23-24 दिनांक 17.02.2024

Maintenance charge Repair for the period of 5 year from the actual completion of work. Maintainance of 2nd Year (@0.25% of Total work amount 1 to 30) As per GO No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 दिनांक 16.01.2024 एवं मुख्य अभियन्ता (मु0-1), लो0नि0वि0, लखनऊ का पत्रांक: 3689सी-यूपीआरएमसी /मूल-23-24 दिनांक 17.02.2024

Maintenance charge Repair for the period of 5 year from the actual completion of work. Maintainance of 3rd Year (@0.50% of Total work amount 1 to 30) As per GO No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 दिनांक 16.01.2024 एवं मुख्य अभियन्ता (मु0-1), लो0नि0वि0, लखनऊ का पत्रांक: 3689सी-यूपीआरएमसी /मूल-23-24 दिनांक 17.02.2024

Maintenance charge Repair for the period of 5 year from the actual completion of work. Maintainance of 4th Year (@0.75% of Total work amount 1 to 30) As per GO No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 दिनांक 16.01.2024 एवं मुख्य अभियन्ता (मु0-1), लो0नि0वि0, लखनऊ का पत्रांक: 3689सी-यूपीआरएमसी /मूल-23-24 दिनांक 17.02.2024

Maintenance charge Repair for the period of 5 year from the actual completion of work. Maintainance of 5th Year (@1.00% of Total work amount 1 to 30) As per GO No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 दिनांक 16.01.2024 एवं मुख्य अभियन्ता (मु0-1), लो0नि0वि0, लखनऊ का पत्रांक: 3689सी-यूपीआरएमसी /मूल-23-24 दिनांक 17.02.2024

ABHISHEK ENTERPRISES