Widening And Strengthening Work of Baitalpur Barpar Baltikra in Dist Deoria

Amount

Construction of embankment with approved materials deposited from roadway cutting-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.As per Sr. No. 3.17 & Reference to MORT&H Specification No. 305.(Excluding GST)

Earth work in excavation in trenches-Excavation for roadway in soil using manual means including loading in tranch for carriying of cut earth to embankment site with all lifts and lead upto 1000 metres as per morth specification Clause 301-2.As per Sr. No. 3.06 & Reference to MORT&H Specification No. 305.(Excluding GST)

Construction of Embankment with Material obtained from Borrowpits(without cartage):- 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 Sr. No. 3.16 & Reference to MORT&H Specification no. 305 (Excluding GST)

Construction of Embankment with Material obtained from Borrowpits(with 1 km cartage):- 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. 300-2As per Sr. No. 3.16 & Reference to MORT&H Specification no.305 (Excluding GST)

Granular Sub-base with Graded 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 clause 401(Excluding GST)

Wet Mix Macadam (Plant Mix Method):- 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.As per Sr. No. 4.14 & Reference to MORT&H Specification no. 406 (Excluding GST)

Prime Coat over WMM/WBM:- 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 Sr. No. 5.01 & Reference to MORT&H Specification no. 502 (Excluding GST)

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 @ 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.As per Sr. No. 5.04 & Reference to MORT&H Specification no. 505 (Excluding GST)

Tack Coat on Bituminous surface:-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.As per Sr. No. 5.02 & Reference to MORT&H Specification No. 503.(Excluding GST)

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 @ 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 respectsAs per Sr. No. 5.05 & Reference to MORT&H Specification no. 507 (Excluding GST)

CONSTRUCTION OF DRAIN Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Morth Specification Clause 300-2.(Excluding GST)

Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. As per SOR & S.I.No. 279.(Excluding GST)

M 20 Grade of RCC in proptions of 1:1:2 (1 part of cement, 1 part of Approved coarse sand and 2 part of 20mm Nominal Size Stone Grits) as perSOR & SI No. 284A.(Excluding GST)

Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded. As Morth Specification 1600 & 2200.(Excluding GST)

Construction of 600 mm hume pipe Excavation of foundation in ordinary soil including lift upto 1.50 m and lead up 30m and including filling watering and ramming of excavated earth into trenches or into the plinth and removel and disposal of surplus earth as direction by I/E upto a distance of 30m from the foundation trench as perSOR & SI No-251.(Excluding GST)

Concrete with 4 cms gauge brick ballast fine sand of 1.25 fineness modules and cement in the ratio 8:4:1 in foundation and under floors including supply of all materials, labour, T&P etc required for proper completion of the work as perSOR & SI NO-275.(Excluding GST)

1st class brick work with class 150 bricks in 1:4 in cement and C. sand mortor in foundation & plinth including all cost of material, all labour T&P etc for completion of work. as per SOR &SI No 305A.(Excluding GST)

Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as perSOR & SI No-574.(Excluding GST)

Supply and laying of 600 mm hume pipe as per SOR &SI no 5(a) ii.(Excluding GST)

Construction of 900 mm hume pipe (01Nos) Excavation of foundation in ordinary soil including lift upto 1.50 m and lead up 30m and including filling watering and ramming of excavated earth into trenches or into the plinth and removel and disposal of surplus earth as direction by I/E upto a distance of 30m from the foundation trench as per SI No-251.(Excluding GST)

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 Vibrator etc. SOR &SL no 280.(Excluding GST)

1st class brick work with class 150 bricks in 1:4 in cement and C. sand mortor in foundation & plinth including all cost of material, all labour T&P etc for completion of work. as perSOR & SI No 305A.(Excluding GST)

Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as per SOR &SI No-574.(Excluding GST)

Supply and laying of 900 mm hume pipe as perSOR & SI no 5(a) ii.(Excluding GST)

Construction of 3 x 4 x 4.5 mtr span Box culvert Excavation in Foundation in Ordinary Soil ( Loam Clay or Sand) Including Lift upto 1.50 m and lead upto 30 m and Including filling, watering, ramining of Excavated Earth into the space between the bulding and the side of foundation trenches or into the plinth and removal, disposal of surplus earth as directed by the E/I upto distance of 30 m from the foundation trenches including all T&P etc. as per sr no 251.(Excluding GST)

Plain Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications.Reference to MORD Specification1500, 1700 & 2100 Sr No.15.11.(Excluding GST)

Plain Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications.(Excluding GST)

Reinforced Cement Concrete (Grade M30) in Open Foundation complete as per Drawing and Technical Specifications.Reference to MORD Specification 1500, 1700 & 2100 Sr No.15.11.(Excluding GST)

Reinforced Cement Concrete (Grade M30) in Open Slab& Wall complete as per Drawing and Technical Specifications.Reference to MORD Specification 1500, 1700 & 2100 Sr No.15.11.(Excluding GST)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Wall/Slab complete as per Drawing and Technical Specifications. Reference to MORD Specification 1600 Sr No.15.13.(Excluding GST)

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. Reference to MORD Specification 2706 & 2200 Sr No.15.14.(Excluding GST)

Drainage Spouts complete as per drawing and Technical specification. Reference to MORD Specification 2705 Sr No.15.17.(Excluding GST)

Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications Reference to MORD Specification 2702 Sr No.15.18.(Excluding GST)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Reference to MORD Specification710.1.4.of IRC:78 & 2200 Sr No.13.9.(Excluding GST)

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. Reference to MORT&H Specification 2503 Sr No.16.01.(Excluding GST)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Reference to MORT&H Specification 2504 Sr No.16.05.(Excluding GST)

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.Reference to MORT&H Specification 2504 Sr No.16.04.(Excluding GST)

Supply and laying of 1000 mm NP-3 hume pipe. including cost of all materials, loading, unloading etc.(Excluding GST)

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.Reference to MORT&H Specification 305 Sr No.3.16.(Excluding GST)

First class brick on edge floor laid dry joint sand filled including preparation of baseto proper slope and its ramming and including supply of all materials, labour and T&P etc. required for proper complition of the work.(Excluding GST)

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 m (200ft.) S.No.692.(Excluding GST)

Construction of 7 Nos 2mtr span and 5 Nos 3 mtr Span Culvert Exacavation in Foundation in Ordinary Soil ( Loam Clay or Sand) Including Lift upto 1.50 m and lead upto 30 m and Including filling, watering, ramining of Excavated Earth into the space between the bulding and the side of foundation trenches or into the plinth and removal, disposal of surplus earth as directed by the E/I upto distance of 30 m from the foundation trenches including all T&P etc. as per sr no 251.(Excluding GST)

Cement Concrete with 4 cms gauge aproved stone grits, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials labours and T&P etc. required for the proper completion of work as per SOR & no 280.(Excluding GST)

Brick Masonary work in 1:3 in Structure complet excluding pointing and plastering as per Drawing and technical Specifications SOR &SI no. 307.(Excluding GST)

M 25 Grade of RCC bed block, deck slabs, approach slabs in proptions of 1:1:2 (1 part of cement, 1 part of Approved coarse sand and 2 part of 20mm Nominal Size Stone Grits) as per Morth Specification 1500,1600 &1700.(Excluding GST)

Supply fitting and Placing HYSD bar Reinforcement in Structure Completeas as per Drawing and technical Specifications Morth clause 1600 & 2200.(Excluding GST)

Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as perSOR & SI No-574.(Excluding GST)

AJAY ASSOCIATES (BID ID -5240528)

JAI SHAKTI CONSTRUCTION (BID ID -5241711)