Widening and strengthening of the Barauli Jahanpur road from km 1 to km 12 in Saharanpur district

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

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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 roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 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 compacting to meet requirement of table 300-2. 2 Cum. Excess(+) Full Conversion INR

3 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 3 Cum. Excess(+) Full Conversion INR

4 Providing laying spereading 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 uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 4 Cum. Excess(+) Full Conversion INR

5 Providing and applying primer coat with cutback MC 30 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. 5 Sqm. Excess(+) Full Conversion INR

6 Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. 6 Sqm. Excess(+) Full Conversion INR

7 Providing and laying Dense Graded Bituminous Mecadam with 100-120 TPH hot mix plant producing an avearge output of 75 tonne per hour using crushed aggregates of specified grading premixed with bitminous binder @ 4% by waight of total mix and filler, transported to site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as as per MORTH &H specifications clauses 507 complete in all respects. (Grade-I -VG-30) 7 Cum. Excess(+) Full Conversion INR

8 Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. 8 Sqm. Excess(+) Full Conversion INR

9 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% 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 (Grade-II -VG-30) 9 Cum. Excess(+) Full Conversion INR

10 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 100 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (DSR No. 16.91.2) 10 Sqm. Excess(+) Full Conversion INR

11 Providing and Laying of N.P.-3 Hume Pipe Culvert 600mm dia 11 R.M. Excess(+) Full Conversion INR

12 Providing and Laying of N.P.-3 Hume Pipe Culvert 1000mm dia 12 R.M. Excess(+) Full Conversion INR

13 Providing and laying in cement concrete 1:4:8 (1 cement 4 coarse sand : 8 graded stone ballast 40mm nominal size) and curing complete, including supply of all materials, labour and T&P etc. required for proper completion of the work as per direction of Engineer incharge. 13 Cum. Excess(+) Full Conversion INR

14 Stone masonry work in cement mortar 1:4 in foundation complete as drawing and Technical Specification 14 Cum. Excess(+) Full Conversion INR

15 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No. 4.1.3) 15 Cum. Excess(+) Full Conversion INR

16 Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 (Grade-M-30), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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, dowel bars, 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 16 Cum. Excess(+) Full Conversion INR

17 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) (D.S.R. No. 5.1.2) 17 Cum. Excess(+) Full Conversion INR

18 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR No. 6.4.1) 18 Cum. Excess(+) Full Conversion INR

19 12 mm cement plaster: (1 cement : 4 fine sand) (DSR No. 13.1.1) 19 Sqm. Excess(+) Full Conversion INR

20 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 20 R.M. Excess(+) Full Conversion INR

21 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (DSR No. 15.7.4) 21 Cum. Excess(+) Full Conversion INR

22 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil (DSR No. 2.6.1) 22 Cum. Excess(+) Full Conversion INR

23 Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15) 23 Cum. Excess(+) Full Conversion INR

24 Reinforced Cement Concrete in Super Structure complete as per Drawing and Technical Specifications. (RCC Grade M30) 24 Cum Excess(+) Full Conversion INR

25 Providing and laying Cement concrete Wearing Coat M-30 grade excluding reinforcement complete as per drawing and as per Technical Specifications No. 2702 25 Cum. Excess(+) Full Conversion INR

26 Supplying, fitting and placing HYSD bar reinforcement in Super-structure complete as per drawing and technical specifications 26 MT Excess(+) Full Conversion INR

27 Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to bridge structures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per details given IRC -5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed by the Engineer, all as specified. (As per no. 1500,1600,1700 & 2703 (For R.C.C. Railing) 27 R.M. Excess(+) Full Conversion INR

28 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight as per Technical Specifications No. 2605 (14.18) 28 R.M. Excess(+) Full Conversion INR

29 Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. 29 Cum. Excess(+) Full Conversion INR

30 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 30 Cum. Excess(+) Full Conversion INR

31 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 31 Cum Excess(+) Full Conversion INR

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