WIDENING AND STRENGTHENING WITH TWO LANE PAVED SHOULDER OF MANDHNA GANGA BAIRAJ SHUKLAGANJ PURWA MOHANLALGANJ ROAD SH-173 CH. 55.600 TO 66.600 PURWA TAK IN DISTRICT UNNAO WITH FIVE YEAR MAINTENANCE

Amount

Road Work's Construction of Embankment 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. (Including labour Cess & Excluding GST)

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 within all lifts and lead upto 1000m. (Including labour Cess & Excluding GST)

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(B) (By Mix in Place Method) (Coarse Graded Grade-1) (Including labour Cess & Excluding GST)

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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including labour Cess & Excluding GST)

Primer coat with SS-2 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. (Including labour Cess & Excluding GST)

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) @ 4.0 percent 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.(DBM Grade-1) (Including labour Cess & Excluding GST)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 4.5 percent 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.(DBM Grade-2) (Including labour Cess & Excluding GST)

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. (Including labour Cess & Excluding GST)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 5.40 percent 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.(BC Grade-2) (Including labour Cess & Excluding GST)

RCC U-Type Drain(45x45cm), Widening of Box Culvert (2x8.00m-01 Nos), (9x3.00m-01 Nos) & Retaining Wall Work's:- 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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Including labour Cess & Excluding GST)

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.as per drawing and technical speficiations Clauses 802,803,1202 & 1203 (Including labour Cess & Excluding GST)

Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (RCC Grade M-15).(For Drain Work) (Including labour Cess & Excluding GST)

Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (RCC Grade M-20).(For Retaining Wall Work) (Including labour Cess & Excluding GST)

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 (Including labour Cess & Excluding GST)

Credit of Dismantled Material avilable from dismantling (Including labour Cess & Excluding GST)

Sand Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (Including labour Cess & Excluding GST)

Furnishing and placing reinforced cement concrement in super structure as per drawing and Technical Specifications Clause 800,1205.4 & 1205.5 (RCC Grade M-30) (For Box Culvert) (Including labour Cess & Excluding GST)

Supplying fitting and placing mild bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 (Including labour Cess & Excluding GST)

Drainage spouts complete as per drawing and technical specifications Clause 1209 (Including labour Cess & Excluding GST)

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.(Re-Laying) (Including labour Cess & Excluding GST)

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications (Including labour Cess & Excluding GST)

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications(Re-Laying) (Including labour Cess & Excluding GST)

Maintenance of Constructed Road for next Five Year after the actual date of completion,Total maintenace Cost 2.50% of BOQ shall be paid in the form of installment as below,The payment shall be the inclusive of cess but Excluding GST,Payment shall be done as per satisfaction of Engineer-in-Charge regarding maintenance work carried out by Contractor. (i) From Completion of 1 Year to 2nd Year 0.25% of Bill Amount.

(ii) 2nd Year to 3rd Year 0.50% of Bill Amount.

(iii) 3rd Year to 4th Year 0.75% of Bill Amount.

(iv) 4th Year to 5th Year 1.00% of Bill Amount.

SHARMA CONSTRUCTION PROJECT PVT LTD (BID ID -5737800)

M/s PBC Infrastructure India Private Limited (BID ID -5738178)

SIDDHARTH CONSTRUCTION (BID ID -5734754)

M/s Alok Construction (BID ID -5734319)