Widening and strengthening of the road from Km-6 (400) to Km-21 of Bah Udi Road in Agra district

Amount

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 approved material deposite 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 and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. Carted Earth

Scarifying existing bituminous surface to a depth and disposal of scarified material within all lift and leads upto 1000 m as per Technical Specification Clause 305.4.3

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.As per MoRT&H clause 401(b)

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 laying dense graded bituminous macadam with higher capacity 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 @ 0.25kg. Per sqm on granular surface treated with primer & cleaned with mechanical broom including cost of bitumen, T&P and labour & all taxes complete For BC

Providing and laying Dense Graded Bituminous Macadam 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 @ 4.5% by weight of total mix and fille, 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 507 complete all respects. Grading-II

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

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)

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.SOR Ch- 6 SI No- 12.1.

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.

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.s 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.SOR Ch- 6 (12.04)

Brick work with commomn burnt clay F.P.S. 9non 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

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 coarse sand) :Raised and cut pointing 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.

Plain Cement Concrete (PCC Grade M15 ) in Open Foundation complete as per Drawing and Technical Specifications. Clause 1500, 1700 & 2100 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 SOR Ch- 6 (12.05)

Reinforced Cement Concrete (M-20) in open Foundation complete as per Drawing and Technical Specifications Clause 1500, 1600 & 1700 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. SOR Ch- 6 (12.05)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete and technical specifications 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. DSR No- 5.22.6

Plain Cement Concrete (PCC Grade M20) in Open Foundation complete as per Drawing and Technical Specifications. Clause 1500, 1700 & 2100 SOR Ch- 6 (12.08 C)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(RCC Grade M25 in foundation) SOR Ch- 6 (12.08 E)

Reinforced Cement Concrete (M-25) in sub-structure complete as per Drawing and Technical Specifications Clause 1500, 1600 & 1700 SOR Ch- 6 (13.05)

Reinforced Cement Concrete (M-25) in super-structure complete as per Drawing and Technical Specifications Clause 1500, 1600 & 1700 SOR Ch- 6 (14.01)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specifications SOR Ch- 6 (13.08)

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 SOR Ch- 6 (14.09)

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. SOR Ch- 6 (13.09)

Filling brickbats as filler material between roadcrust and abutment SOR Ch-1 (2)

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. SOR Ch- 6 (13.10)

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

Part-B Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. including royalty on materials. 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 36)

Part-B Maintainance of Second Year (@0.25% of Total Work Amount of 1 to 36)

Part-B Maintainance of Third Year (@0.50% of Total Work Amount of 1 to 36)

Part-B Maintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 36)

Part-B Maintainance of Fifth Year (@1% of Total Work Amount of 1 to 36)

RAJEEV KUMAR CONTRACTOR PVT LTD (BID ID -5751929)

Ayagi Projects (P) Ltd (BID ID -5762306)

M/S JAI BUILDERS (BID ID -5760866)