WIDENING AND STRENGTHENING WORK OF HARDI MOD SISAIYA CHOODAMANI AURAHI POORE PRASAD SINGH TO MAHSI BLOCK ROAD (O.D.R.) IN DISTRICT BAHRAICH (VIDHAN SABHA-MAHSI) (VIDHANSABHA-MAHSI)

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 with in all lifts and lead upto 1000m. [MORTH Ref. SI No. 3.06 - 301.]

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.[MORTH Ref. SI No. 3.19 - 305.]

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.[MORTH Ref. SI No. 3.16 - 305.] (Local Earth)

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. [MORTH Ref. SI No. 3.16 - 305.] (Carted Earth)

Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. [MORTH Ref. SI No. 3.15 - 305.4.3]

Granular Sub-base (Grading-I) By Mix in Place Method :- 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 [MORTH Ref. SI No. 4.01 B - 401.]

Wet Mix Macadam :- 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. [MORTH Ref. SI No. 4.14 B - 406.]

Prime Coat over WMM :- 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. [MORTH Ref. SI No. 5.01 - 502.] (Including cost of Emulsion SS-1)

Tack Coat :- Providing and applying tack coat with bitumen(VG 10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.[MORTH Ref. SI No. 5.02 - 503.] ( Including cost of Bitumen VG -10 )

Dense Graded Bituminous Macadam Grading II :- Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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. [MORTH Ref. SI No. 5.04 B - 505.]( Including cost of Bitumen VG -30 )

Bituminous Concrete Grading II :- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG 30) @ 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. [MORTH Ref. SI No. 5.05 B - 507.] ( Including cost of Bitumen VG -30 )

Cement Concrete Pavement( P.Q.C. M35 Grade) :- Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing [MORTH Ref. SI No. 6.02 - 602.]

Construction of subgrade and earthen shoulders :- 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 [MORTH Ref. SI No. 3.18 - 305.] (Local Earth)

Construction of subgrade and earthen shoulders :- 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 [MORTH Ref. SI No. 3.18 - 305.] (Carted Earth)

Dismantling of Structures :- Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.[MORTH Ref. SI No. 2.04 - 202.]

Excavation for Structures :- 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.[MORTH Ref. SI No. 12.01(I) B - 304.]

PCC 1:3:6 in Foundation :- 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. [MORTH Ref. SI No. 12.04 - 2100.]

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. [MORTH Ref. SI No. 12.05 - 1300.]

Providing and Laying Reinforced Cement Concrete Pipe NP4 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 parapets Clause 1106. [PWD SOR CH-20/10 + CH-1] (10000 mm Dia)

Providing and Laying Reinforced Cement Concrete Pipe NP4 for culverts on first class bedding of granular material in Two Row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head parapets Clause 1106. [PWD SOR CH-20/10 + CH-1] (1000 mm Dia)

Providing and Laying Reinforced Cement Concrete Pipe NP4 for culverts on first class bedding of granular material in Three Row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head parapets Clause 1106. [PWD SOR CH-20/10 + CH-1] (1000 mm Dia)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. [MORTH Ref. SI No. 13.02 - 1300 & 2200.]

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 using batching plant transit mixer & manual placing. [MoRTH Ref. Sl.No. 12.08 C Case II- 1500, 1700 & 2100 ]

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing [MoRTH Ref. Sl.No. 15.11 G Case II- 1500, 1700 & 2100 ]

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC Grade M30 , Using Batching Plant, Transit Mixer and Concrete Pump.[MoRTH Ref. Sl.No. 14.01C (i)(p)- 1500, 1600 & 1700 ]

Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications. [MoRTH Ref. Sl.No. 15.18- 2702]

Supplying, Fitting and Placing un-coated TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [MoRTH Ref. Sl.No. 15.13- 1600]

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . [MoRTH Ref. Sl.No. 14.02- 1600]

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall..[MoRTH Ref. Sl.No. 16.11- 2507.2]

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. [MoRTH Ref. Sl.No. 15.14- 2706 & 2200]

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.[MoRTH Ref. Sl.No. 15.22 iv- 2605]

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specifications. [MoRTH Ref. Sl.No. 15.23 A, Granular material -710.1.4.of IRC:78 & 2200 ]

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. [MoRTH Ref. Sl.No. 16.04 - 2504]

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. [MoRTH Ref. Sl.No. 16.05 - 2504]

Kilometre Stone : - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc.[MoRTH Ref. Sl.No. 8.14 -804] (i) 5th kilometre stone (precast)

Kilometre Stone : - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc.[MoRTH Ref. Sl.No. 8.14 -804] (ii) Ordinary kilometer stone (precast)

Kilometre Stone : - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc. [MoRTH Ref. Sl.No. 8.14 -804] (iii) Hectometer stone (precast)

M/s Alok Construction (BID ID -4860115)