Widening and Strengthening of Road between Bahraich Huzoorpur Karnailganj Road SH-155 Km-05 to Bahraich-Faizabad-Azamgarh Road SH-30 via Block Chittaura and Maharaja Suhaildev Smarak Dharmik Sthal Road Ch. 0.00 to Ch. 5.400 Under Dharmarth Yojna

Amount

Excavation in soil using Hydraulic Excavator CK 90 : 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. 0.9 cum bucket capacity. MORTH Ref. SI No. 3.06 - 301.

Construction of Embankment with Material Deposited from Roadway Cutting : Construction of embankment with approved material 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. 3.17 - 305.

Construction of Embankment with Material obtained from Borrowpits : 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 (Embankment)

Granular Sub-base (Grading-I) By Mix in Place Method : Construction of granular sub-base by providing close graded material grading-1, 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 MORTH Ref. SI.No. 4.01 - 401 (B)

MORT&H Specification No- 406 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 - 406 (B)

Prime Coat : Providing and applying prime coat with 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.

Dense Graded Bituminous Macadam Grading 2 : Providing and laying dense graded bituminous macadam (Grade-2) 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 Ref. No. 5.04 - 505 (B) complete in all respects. (Including cost of VG-10)

Tack Coat-2 : Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Bituminous Concrete Grading 2 : Providing and laying bituminous concrete (Grade-2) 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 Ref. No. 5.05 - 507 (B) complete in all respects. (Including Cost of Bitumen VG-30)

EARTH WORK IN PATRI (NON ABADI PORTION) : 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.

Providing and laying of Filter media with granular materials/stone crushed aggregates, brick ballast 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. as per MORTh Ref. SI.No. 13.10 - 710.1.4.of IRC:78 and 2200.

P/L of 25-60 Kg stone boulder in U/S and D/S for protection of floor including cost of material labour T&P etc complete.

Construction/Widdening of NP-3 H.P. 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. as per morth specification304

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.

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.

Brick Masonry Work in Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.1300

P/Laying Reinforced cement concrete NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding protection works, backfilling, concrete and masonry works in head walls and parapets (900mm Ø)

P/Laying Reinforced cement concrete NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding protection works, backfilling, concrete and masonry works in head walls and parapets (600mm Ø)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

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

5 Cell 4.00x4.00M. R.C.C. Box 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. as per MORTh Ref. SI.No. 3.13 - 304.

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. as per MORTh Ref. SI.No. 12.04 - 2100.

Furnishing and Placing Reinforced/ Prestressed cement concrete M-20 in super-structure as per drawing and Technical Specification

Furnishing and Placing Reinforced/ Prestressed cement concrete M-25 in super-structure as per drawing and Technical Specification

Furnishing and Placing Reinforced/ Prestressed cement concrete M-30 in super-structure as per drawing and Technical Specification

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (PCC Grade M15 using batching plant, transit mixer & manual placing. MORTH Ref. SI.No. 9.06 - 1500,1700 & 2100 (Case-II).

Supplying, fitting and placing HYSD bar reinforcement in super-structure 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 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

Dewatering of ground water below spring level for excavation & foundation concreting and brick work including boring of pipe operational and running charge of Diesel pumps complete.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

V S Y INTERNATIONAL PRIVATE LIMITED (BID ID -5020569)

M/S RAJ CONSTRUCTION (BID ID -5018267)

RAHAT ALI (BID ID -5021581)