In Agra district under the financial year 2025-26 work of widening and strengthening of the road from Nagla Sadle Mathura border via NH-2 to NH-11

Amount

Road work Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 1000m.

Construction of Embankment with Material Deposit from roadway cutting Construction of embankment with approved material Deposit at site from roadway cutting and excavation from drain & foundation of other structures grade and compected to meet requirement of Table 300-2.

Construction of Embankment 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

Scarifying existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lift and leads upto 1000 m as per Technical Specification Clause 305.4.3 By Mechanical Means using Hydraulic excavator

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Construction of Granular Sub-Base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clauses 401. ( In two Layer)

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 carries 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 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges.

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.

Providing and applying tack coat with bitumen VG-10 @ 0.25kg. Per sqm on granular surface treated & cleaned with mechanical broom including cost of bitumen, T&P and labour & all taxes complete

Providing and laying dense graded bituminous macadam with higher capacity 100-120 HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 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 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (Grade -II)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (Grade - I)

Providing and applying tack coat with bitumen VG-10 @ 0.20kg. Per sqm on granular surface treated & cleaned with mechanical broom including cost of bitumen, T&P and labour & all taxes complete

Providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 % of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher to the required grade, level and alingment, rolling with smooth wheeled bibratory and tendom rollers to achiev the desired compection as per MORTH specifiaction clause 509 complete all respects. Grading-II

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced, Dowel Jointed cement concrete pavement over a prepared sub base with approve grade cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, pread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer,tie bar, dowel bar, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing (Not Less then M-40)

Construction of sub-grade and earthen shoulders with approved material obtained from ROW with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Carted earth)

Supply & Laying of I shaped (Zigzag) precast Interlocking tiles of thickness (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 100 mm (Rubber molded Grey)

Box culvert 1x8x6 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.

Plain Cement Concrete Grade M-15 in Open Foundation using batching plant & manual placing complete as per Drawing and Technical Specifications.

Reinforced Cement Concrete M-25 in Open Foundation complete as per Drawing and Technical Specifications.

Furnishing and Placing Reinforced Cement Concrete Grade M-25 in super-structure using Batching Plant, Transit Mixer and Concrete Pump etc.complete as per drawing and Technical Specification

Plain cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20

Box culvert 1x3x3,retaining wall and hume pipe culvert 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.SI No- 12.1

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.

Reinforced Cement Concrete (M-25) in Open Foundation complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100

Reinforced Cement Concrete (M-25) in super-structure complete as per Drawing and Technical Specifications Clause 1500, 1600 & 1700

Plain Cement Concrete (PCC Grade M20) in sub-structure complete as per Drawing and Technical Specifications. Clause 1500, 1700 & 2100 SOR Ch. 6 S. etc. complete as per SOR Ch. 6 S. No- 11

Common item for minor bridges(1x8x6 and 1x3x3) retaining wall and drain Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub structure including 5 per cent overlaps and labour for cutting, bending, shifting to site, tying and placing in position wastage etc.complete as per Drawing and Technical Specifications.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specifications as per SOR S.No. 21

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Drainage spouts as per drawing & Technical Specification, as per MORT&H specification 2705 as per SOR S.No. 24

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification.

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.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.Clause 2503

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding..Clause 2505

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification .Clause 2504

Providing and laying Pitching 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 .Clause 2504

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.

Providing and Laying 1200 mm Dia NP-3 pipe RCC concrete pipe for culvert on first class in single row including fixing socket with cement mortar 1:2 but excluding excavation ,protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2900.as per SOR S. No. 10(e)

Empty Cement Bags of good condition (Plastic) filled with Carted Earth including filling, stiching and stacking at side of filling.

Removing all type of Hume Pipes (above 900 mm Dia) and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.

Hume pipe culvert Brick work with commomn burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortor 1:4 (1 cement : 4 coarse sand as per DSR 6.1.1

Supply & Laying of 350mm dia NP-3 HP and their cartage etc including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Supply & Laying of 600mm dia NP-3 HP and their cartage etc including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Supply & Laying of 1000mm dia NP-3 HP and their cartage etc including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.

Pointing with cement mortar (1:3) on brickwork in substructure as per drawing and technical specification Clauses 1300 & 2200

Plain Cement Concrete (PCC Grade M15) in Open Foundation complete as per Drawing and Technical Specifications. Clause 1500, 1700 & 2100

Drain Reinforced Cement Concrete (M-20) in Foundation complete as per Drawing and Technical Specifications Clause 1500, 1600 & 1700

Part-B Maintainance Charge including @ all item total work amount etc as per Direction of E/I for the period of Five Years from the actual completion of work. including GST shall be paid extra as applicable at the time of payment.

Part-B Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 49)

Part-B Maintainance of Second Year (@0.25% of Total Work Amount of 1 to 49)

Part-B Maintainance of Third Year (@0.50% of Total Work Amount of 1 to 49)

Part-B Maintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 49)

Part-B Maintainance of Fifth Year (@1% of Total Work Amount of 1 to 49)

SHREE RAM STONE SUPPLIERS PRIVATE LIMITED (BID ID -5767123)

M/s R L A Constructions (BID ID -5766492)