Construction work of damaged Hume pipe culvert at km 15 of Ujhani Khiriya Wakarpur Kakora Kadarchowk road in district Badaun FY 2025-26.

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: EXECUTIVE ENGINEER PROVINCIAL DIVISION, PWD, BUDAUN

Name of Work:Construction work of damaged Hume pipe culvert at km 15 of Ujhani Khiriya Wakarpur Kakora Kadarchowk road in district Badaun FY 2025-26.

Contact No: 125(1)/ Nivida/2025 Dtd 19-01-2026

Sl. No. Item Description (Rate are Excluding GST) Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1 Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with all ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement MORTH Specification Section 300, table No. 300.2 complete in all respects WITH 1 km CARTAGE Cum Excess(+) Full Conversion INR

2 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 MORTH 2019 S.No. 4.01 clause 401A (Grading -1 Material) Cum Excess(+) Full Conversion INR

3 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 MORT&H Specification 2019, 4.14 (Clause-406B) Cum Excess(+) Full Conversion INR

4 Providing & applying Primer coat with bitumen emulsion (Slow setting type-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/Sqm. Using mechanical means including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2001) No. 502.8 Sqm Excess(+) Full Conversion INR

5 Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 5.2-503(iii) Sqm Excess(+) Full Conversion INR

6 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 2019 clause No. 505 complete in all respects. Cum Excess(+) Full Conversion INR

7 Providing and laying bituminous concrete (Grading-II) 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 As per MORT&H Specification 2019, S.No. 5.05 (Clause-507B) Cum Excess(+) Full Conversion INR

8 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 2019 S.No. 9.01 clause 304. Cum Excess(+) Full Conversion INR

9 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 2019 S.No. 9.03 clause 304 Cum Excess(+) Full Conversion INR

10 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and MORT&H sr. no. 12.05 Technical Specifications1300.as per MORTH 2019 S.No. 12.05 clause 1300 Cum Excess(+) Full Conversion INR

11 Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipe (As per N.S. Item No. 8) Cum Excess(+) Full Conversion INR

12 Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications as per MORTH 2019 S.No. 13.02 clause 1300& 2200 Sqm Excess(+) Full Conversion INR

13 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MORT&H sr. 12.08 Technical Specifications 1500,1700 & 2100. Cum Excess(+) Full Conversion INR

14 Laying Reinforce cement concrete pipe NP 4 / Prestressed concrete pipe on first Class bending in single row RM Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Please Enable Macros to View BoQ information