Construction of 3x5 M Span RCC Box Culvert at Gram Bandi tola Belashpur South over Hirne Nala Main Approach Aditional Approach and protection work in year 2025-26 in District Mahrajganj Lot No 1 of 1

Construction of embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2. as per Technical Specification Clause 301.5 & MORD SR N0-3.4 (Including labour cess but GST will be paid extra as applicable) (Cartage Earth) For main approach.

Construction of Sub Grade & Earthen Shoulders with Material obtained from Borrow Pits with all lift and lead , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Technical Specification Clause 303.1.(Cartage Earth) Mord sl.no. 3.14 (Including labour cess but GST will be paid extra as applicable)(shoulder in main approach)

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 Technical Specification Clause 301.5 & MORD SR N0-3.4 (Including labour cess but GST will be paid extra as applicable).(for additional approach )

Construction of Sub Grade & Earthen Shoulders with Material obtained from Borrow Pits grading to required slope and compacting to meet requirement of table 300.2 as per Technical Specification Clause 303.1 Mord 3.14 sl no 303.1 (Including labour cess but GST will be paid extra as applicable) for shoulder work in additional approach.

CTSB- Providing, Laying and spreading Material on a prepared sub grade, adding cement (OPC) @ 2% by weight to the spread material, manully, mixing in place with rotavator and compaction with the road roller at OMC to achive the desired unconfined compressive strength and to from a layar sub-base. (Including labour cess but GST will be paid extra as applicable)

CTB- Providing, Laying and spreading Material on a prepared su-base, adding cement (OPC) @ 4% by weight to the spread material, manully, mixing in place with rotavator and compaction with the road roller at OMC to achive the desired unconfined compressive strength and to from a layar base. (Including labour cess but GST will be paid extra as applicable)

Tack Coat- Providing and applying tack coat with bitumen VG- 10 grade using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. As per T.S.C. 503 & MORD SR N0-5.2(IV). (Including labour cess & Bitumne but GST will be paid extra as applicable)

Premix Carpet- Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates (Dala quarry) either using VG-10 grade bitumen to required line grade and level to serve as wearing coarse on a previously prepared base by manual means including mixing in a sutabule mixol laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. as per T.S.C. 508. & MORD SR N0-5.9 (Including labour cess & Bitumne but GST will be paid extra as applicable)

Seal Coat type C- Providing and laying seal coat by manual means with VG- 10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per T.S.C. 510 & MORD SR N0-5.12 (Including labour cess & Bitumne but GST will be paid extra as applicable)

Excavation of foundations in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling. Watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplush earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. (Excluding Royalty) As per PWD Specification & S.I.No. 251. complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (Box Culvert)

GSB-Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401 & MORD SR N0-4.1 (Including labour cess but GST will be paid extra as applicable) For Diversion

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. (Using batching plant) As per MoRT&H Specification & Clause No. 2100, 12.04 Sub Anaalsis Concret 21.02, (Using Batching Plant) complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (Box Culvert)

Reinforced Cement Concrete in Foundation of M30 Grade using batching palant transit mixer and concrete pump including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess. RCC Grade M 30 using batching plant transit mixer & Concrete pump, complete as per Drawing and Technical Specification. As per MoRT&H Specification & Clause No. 1500, 1700, 2100, 12.08 G Case (II) Sub Anaalsis 21.09, (Using Batching Plant) complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (For Foundation, Box Culvert)

(M30) Furnishing and Placing Reinforced cement concrete in wall and slab as per drawing and Technical Specification As per MoRT&H Specification & Clause No. 1500, 1600, 1700, 14.01 C Case (II) Sub Anaalsis 21.09, (Using Batching Plant) complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable) (For Wall & Slab, Box Culvert)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 1600 & MoRTH SR N0-12.42 (Including labour cess but GST will be paid extra as applicable)

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 SI 13.08 & MoRTH SR N0-2706 & 2200 (Including labour cess but GST will be paid extra as applicable)

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. As per MoRT&H Specification & Clause No. 2504, 16.05 complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable)

Providing and laying boulders apron on river bed fdor protection against scour with stone boulders weighing not less than 40 Kg each complete as per drawing and technical specification. As per MoRT&H Specification & Clause No. 2503, 16.01 complete in all respect as per directions of Engineer in charge. (Including labour cess but GST will be paid extra as applicable)

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