Two-lane widening and strengthening work of Baheri Bahpur Nadeli Bhudia Colony (other district road) in Distt. Bareilly Under State PlanIn the financial year 2025-26 (With 05 years Maintenance)

Excavation for roadwork in soil with hydraulic excavatot 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 emnankment location within all lifts and load up to 1000m.

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.

Construction of embankment with approved material obtained from borrow pits 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 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Distance upto 2 km.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.(FOR SHIFTING AND COMPACTION ONLY) (Data Book Sr. no. - 3.17)

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

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 Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and laying priming coat with bitumen emulsion (SS-2 grade) using Emulsion pressure distributor at the rate of 0.60 Kg. Per sqm on the prepared surface of granular base cleaned with mechanical broom.

Providing and applying tack coat with bitumen using VG-10 pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type 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.

Providing and laying bituminious concrete with 100-120 batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% as per job 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 MoRT & H Specifications Clause 509 complete in all respects.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. As per Ref to MoRTH specifications 304 Sr.No 12.1

Plain cement concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 As per Ref to MoRTH specifications 1500, 1700 & 2100 Sr.No 12.8 RCC Grade M20

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203.

Providing and laying reinforced cement concrete pipe NP3 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

RCC Grade M20- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204

Sand Filling in Foundation Trenches as per Drawing & As per MoRT&H specification Cl. 304

RCC Grade M25- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. 1500, 1700 & 2100

Providing cost of dewatering including cost of boaring, laying of 4" dia P.V.C. Pipe, Hire charges of 7.50 K.V. Deisal pumping Set, Hire Charges of P.V.C. pipe & cost of 4" dia plastic pipe for disposal of water as required distance also including wages of repairing leakage during operation with hire charges of tractor including loading and unloading of pumping set.

Earth work in excavation for foundation of structure as per drawing and technical specification , including setting out , construction of shoring and bracing and removal of stumps dressing of sides ,bottom and backfilling with approved materials.(Depth up to 3.00 Mtr)

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.

Reinforced Cement Concrete, Grade M-25 in Well Foundation complete as per Drawing and Technical Specificationplacing.(Well Curb)

Reinforced Cement Concrete M30 Grade, in Well Steining complete as per Drawing and Technical Specification.

Sinking of 4.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. i) depth below bed level up to 3.0M

Sinking of 4.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. ii) depth below 3.00 to 10 M

Sinking of 4.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. iii) Beyond 10.00

PCC Grade M 25 in BOTTOM PLUG Case-II. using batching plant and manual placing

PCC M 25 IN INTERMEDIATE PLUG Case-II. Using batching plant and manual placing

Sand filling in foundation tranches as per drawing and technical specification

Reinforced Cement concrete grade - M 30 in WELL CAPS Case-II. using batching plant transit mixer and manual means.

RCC M 30 in SUBSTRUCTURE in Piers, Pier caps, Abutment columns, Abutment beams, Back Walls & Wing walls etc.

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications in piers caps

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications abutment columns

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications abutment top beams

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications in back walls

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications in wing walls

RCC M 35 in super structureslab, beams, Back Walls & Wing walls etc.

Supplying, Fitting and Placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Supplying, Fitting and Placing HYSD bar Reinforcement in super structure complete as per Drawing and Technical Specifications.

Reinforced cement concrete approach slab RCC Grade M30 including reinforcement and form work complete as per drawing and Technical specification

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Supply and fixing of 100 mm dia PVC pipe for services in footpaths per drawings

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications (with Local sand)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring

Drainage Spouts complete as per drawing and Technical specification

Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Including Royalty). S.I. 253

Providing and laying filter media under pitching laid dry in front of toe of embankment complete as per drawing and technical specifications.

Providing and laying stone boulder pitching using 25-60 kg stone boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications (MORT&H Specification no 2504)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing and erecting a "W" metal beam crash barrier(Type A) comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810, as per Lucknow SOR signage 2020. SL.no 27 page no 59, Morth 810.

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