New construction work on Nakud Tabor road from Mandhour via Big School to Prem Sardars camp.

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

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

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Sl. No. Item Description Note: 5 Years Maintenance will be done by Contractor. Payment for maintenance will be calculated as per Letter no 3689 सी.-oprmc/ मूल-23-24, दिनांक 17-02-2024 of chief engineer (HQ-1), Letter No. 3665 सी. - कैम्प मु०अमि० (मु०-1) 2023-24, दिनांक 16-02-2024 of Office order of Engineer-in-Chief & Shashanadesh No. 17/2024 सा. -113/23-1-2024-23-1099 113 2023. दिनांक 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 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 embankment with approved 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 with a lead upto 1000 m as per Technical Specification Clause 301.5 BI01010001010000000000000515BI0100001113 Cum Excess(+) Full Conversion INR

2 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. cum Excess(+) Full Conversion INR

3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Cum Excess(+) Full Conversion INR

4 Providing, laying and spreading Material on a prepared sub grade,adding cement @ 2% by weight to the the spred Material,mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconlined compressive strength and to form a layer of sub base. Cum Excess(+) Full Conversion INR

5 Providing, laying and spreading Material on a prepared sub grade,adding cement @ 4% by weight to the the spred Material,mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconlined compressive strength and to form a layer of sub base. BI01010001010000000000000515BI0100001114 cum Excess(+) Full Conversion INR

6 Providing, laying and spreading Material on a prepared sub grade,adding cement @ 4% by weight to the the spred Material,mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconlined compressive strength and to form a layer of sub base. sqm Excess(+) Full Conversion INR

7 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three whel 80-100 kN static foller capacity, finished to required level and grades. sqm Excess(+) Full Conversion INR

8 Cleaning the premix surface and laying seal coat type C with 6.7 mm nominal size grit (passing 9.5 mm sieve & retained on 2.36 mm nomianl sieve) and bitumen including heating the paint and grit upto required temperature and mixing including cartage of material at site, and including maintenance of side patries and watering them during operation of work complete as per specification and also including all labour, material T&P etc. required for proper completion of the work as directed by the Engineer-in-charges work Sqm Excess(+) Full Conversion INR

9 Construction of un-reinforced, without dowel jointed at expansion and construction joint, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, recron fibre mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days .using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 BI01010001010000000000000515BI0100001115 Cum Excess(+) Full Conversion INR

10 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.(C.C grade M 10) Cum Excess(+) Full Conversion INR

11 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. Cum Excess(+) Full Conversion INR

12 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204( R.C.C grade M 20) Cum Excess(+) Full Conversion INR

13 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 kg Excess(+) Full Conversion INR

14 Brick masonry work in cement mortar in substructure In 1:3 cement mortar complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 Cum Excess(+) Full Conversion INR

15 Supply and fixing of 600 mm dia NP3 type Hume Pipe S&S in position including labour and T&P etc. required for proper completion of work. Rm Excess(+) Full Conversion INR

16 Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 sqm Excess(+) Full Conversion INR

17 Supply & Fixing K.m. stone 0.00_);\(0.00\) nos Excess(+) Full Conversion INR

18 Supply & Fixing H.m. stone 0.00_);\(0.00\) nos Excess(+) Full Conversion INR

19 Supply & Fixing Sign Board 0.00_);\(0.00\) nos Excess(+) Full Conversion INR

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