Widening and Strengthing of Chapar Rohana Charthwal Road (ODR) in Distt. muzaffarnagar

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: SE, Saharanpur Circle, PWD, Saharanpur

Name of Work: Widening & Strengthning of Chapar Rohana Charthwal Road ODR

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Note : 5 Years Maintenance will be done by Contractor. Payment for maintenance will be calculated as per Letter no 3689lh-&oprmc@ewy&23&24] fnukad 17-02-2024 of chief engineer (HQ-1), Letter No. 3665lh-&dSEi@eqŒvfHkŒ¼eqŒ&1½ @2023&24] fnukad 16-02-2024 of Office order of Engineer-in-Chief & Shashanadesh No. 17@2024@lk-&113@23&1& 2024&23&1099@113@2023] fnukad 16-01-2024 calculated from the Completion Date, Which is 5 Yrs. From the date of Actual completion. Item Code / Make Quantity Units Estimated Rate in Rs. P 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 (including all taxes except GST) 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 Excavation for road work 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 1000 m. 1 Cum Excess(+) Full Conversion INR

2 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and embankment to be in 20 cm. layers including remming and dressing the surface to required compacting to meet requirement of table 300-2. Lead upto 3 Km. 2 Cum Excess(+) Full Conversion INR

3 Construction of embankment with approved material deosited at site from road side cutting and excavation from drain and foundation of other structures graded and embankment to be in 20 cm. layers including remming and dressing the surface to required compacting to meet requirement compacted to meet requirement of table 300-2. 3 Cum. Excess(+) Full Conversion INR

4 Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and Compaction to be in 20 cm. layers including remming and dressing the surface to required compacting to meet requirement compacting to meet requirement of table 300-2. 4 Cum Excess(+) Full Conversion INR

5 Construction of granular sub-base (Grade-1) in 2 layers of 100 mm thickness each by providing close graded Material, mixing in place mathod 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 5 Cum Excess(+) Full Conversion INR

6 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam in 2 layers of 125 mm thickness each , 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. (Ref. to Mort&H Specification No.406) 6 Cum Excess(+) Full Conversion INR

7 Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7 kg/sqm using mechanical means. 7 Sqm. Excess(+) Full Conversion INR

8 Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 8 180059 sqm Excess(+) Full Conversion INR

9 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4 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. 9 5021 cum. Excess(+) Full Conversion INR

10 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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. 10 12530 cum. Excess(+) Full Conversion INR

11 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 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 respects 11 5368 Cum Excess(+) Full Conversion INR

12 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. (PQC M- 35) 12 146 Cum Excess(+) Full Conversion INR

13 Plain cement concrete 1:3:6 nominal mix with crushed stone aggregate 40 mm nominal size mechnically mixed 13 592 Cum. Excess(+) Full Conversion INR

14 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M25 using batching plant transit mixer & Concrete pump 14 1691 Cum. Excess(+) Full Conversion INR

15 M.S.(tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire. 15 2063 Qtl Excess(+) Full Conversion INR

16 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. 16 Cum Excess(+) Full Conversion INR

17 Plain Cement Concrete of 4:2:1 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. (4 cm.) 17 Cum Excess(+) Full Conversion INR

18 Laying Reinforced cement concrete pipe NP4/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 excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 18 Rm. Excess(+) Full Conversion INR

19 Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications 19 Sqm. Excess(+) Full Conversion INR

20 12mm Thick Plaster with cement & fine sand 1:3 Mortar 20 Cum. Excess(+) Full Conversion INR

21 2.5cm Thick 1:2:4 C.C. on the top of parapets 21 Sqm. Excess(+) Full Conversion INR

22 Supply and fixing of 600 mm dia Hume Pipe 22 Rm. Excess(+) Full Conversion INR

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