New Construction of Gram Pusgawan to Mukha Nagla (Murav Nagla) Road in Financial Year 2025-26.

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

Tender Inviting Authority: Suprintending Engineer, Budaun/Pilibhit Circle, PWD, Bareilly.

Name of Work: New Construction of Gram Pusgawan to Mukha Nagla (Murav Nagla) Road in Financial Year 2025-26.

Contract No: - 511(5)/7Nivida (CD-2) (E.T)-08/2025-26 Date 20.01.2026

Sl. No. Item Description (Excluding G.S.T.) Item Code / Make Quantity Units Estimated Rate UNIT 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 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. 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 roller to achieve the desired density, complete as per Technical specification clause 401 (A) 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405) Cum Excess(+) Full Conversion INR

4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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

5 Brick edging on both side of the road of first class bricks 8 cm (3") wide and 1.2 cm 4½ deep laid with mud mortor including labour and supply of bricks finished to required templete and proper aligment and also including dressing and ramming the excavated earth as directed by engineer-in-charge. (SI No.765) Km Excess(+) Full Conversion INR

6 Providing and applying primer coat with Bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70-1.0 Kg/Sqm using mechanical means as per Technical Specification Clause 502. Cum Excess(+) Full Conversion INR

7 Providing and applying tack coat with Bitumen VG-10 distributor at the rate of 0.35 kg per sqm on the prepared granular /Bituminus surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm Excess(+) Full Conversion INR

8 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 wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type as per Technical Specification Clause 508. Sqm Excess(+) Full Conversion INR

9 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. Sqm Excess(+) Full Conversion INR

10 Construction of un-reinforced dowel jointed at expension 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 M 30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregates and 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 from work (steel channel, laying and fixing of 125 micron thick polythene film , wedges,steel plates including levelling the form work 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, admixtures as approved, curing of complete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause (1501) Cum Excess(+) Full Conversion INR

11 Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3 Cum Excess(+) Full Conversion INR

12 Providing concrete for plain/reinforced concrete (1:3:6) in open foundations complete as per drawings and technical specification Clause 802,803,1202&1203 Cum Excess(+) Full Conversion INR

13 Brick masonry work in cement mortar (1:3) in foundation complete excluding pointing and plastering as per drawing and technical specification Clauses 600, 1202 & 1203 Cum Excess(+) Full Conversion INR

14 Providing concrete for plain/reinforced concrete (1:2:4) in open foundations complete as per drawings and technical specification Clause 802,803,1202&1203 Cum Excess(+) Full Conversion INR

15 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specification Clauses 1000 and 1202 Tonne Excess(+) Full Conversion INR

16 Providing ,laying and fixing of RCC NP3 class hume pipe in proper position in culvert. (600 mm Dia) RM Excess(+) Full Conversion INR

17 Providing ,laying and fixing of RCC NP3 class hume pipe in proper position in culvert. (1000 mm Dia) RM Excess(+) Full Conversion INR

18 Pointing with cement mortar (1:3) on brickwork as per drawing and Technical specification Clause 613.4 & 1204 Sqm Excess(+) Full Conversion INR

19 Construction of subgrade and earthen shoulders with approved material obtained from boeeowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per technical specification Clause No.303.1 (For Patries) Cum Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Please Enable Macros to View BoQ information