New Construction of Sukatiya to Vamanpura via Narosati Devi Mandir Under Dataganj Vidhansabha in District Budaun FY 2025-26.

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

Tender Inviting Authority: Superintending Engineer, Badaun/Pilibhit Circle,P.W.D.,Bareilly

Name of Work:New Construction of Sukatiya to Vamanpura via Narosati Devi Mandir Under Dataganj Vidhansabha in District Budaun FY 2025-26.

Contact No: 507/7Nivida(PD)(E.T.)-08/2025-26 Date 20.01.2026

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 attl ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.1 0.000 Cum Excess(+) Full Conversion INR

2 Construction of embankment with approved material obtained from borrow pits with atti ifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 3001.2 with a lead upto 1000m as per Tecnical Specification Clause 301.5 0.000 Cum Excess(+) Full Conversion INR

3 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. 0.999 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 2 as per Technical Specification Clause 4.7-405(2) 0.999 Cum Excess(+) Full Conversion INR

5 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 4.7-405(3) 0.999 Cum Excess(+) Full Conversion INR

6 Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70- Kg/Sqm using mechanical means as per Technical Specification Clause 5.1-502. 0.000 Sqm Excess(+) Full Conversion INR

7 Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 5.2-503(iii) 0.000 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 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 5.9-508 0.000 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 5.12-510. 0.000 Sqm Excess(+) Full Conversion INR

10 Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. 0.000 KM Excess(+) Full Conversion INR

11 Excavation for roadway in soil using mechnical means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 0.000 Cum Excess(+) Full Conversion INR

12 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 0.000 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 Specifications Clause no.600,1200&1203 0.999 Cum Excess(+) Full Conversion INR

14 Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipe (As per N.S. Item No. 2 C) 0.000 Cum Excess(+) Full Conversion INR

15 Struck pointing with cement mortar consisting of one part cement and 2 part of fine sand of 1.25 F.M. on brick work including supply of all material, labour and T & P etc. required for proper completionof the work. (S.I.No. 574) 0.000 Sqm Excess(+) Full Conversion INR

16 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 0.999 Cum Excess(+) Full Conversion INR

17 Supply of R.C.C. Hume Pipe NP-3 1000 mm dia 0.000 RM Excess(+) Full Conversion INR

18 Supply of R.C.C. Hume Pipe NP-3 350 mm dia 0.000 RM Excess(+) Full Conversion INR

19 Laying & Fixing of R.C.C. Hume Pipe (NP3) as per direction of E/I H.P.1000 mm dia NP3 0.000 RM Excess(+) Full Conversion INR

20 Laying & Fixing of R.C.C. Hume Pipe (NP3) as per direction of E/I H.P.350 mm dia NP3 0.000 RM Excess(+) Full Conversion INR

21 Mild Steel or iron work in rainforcment of RCC work slab for temp, rainforcement As per SI No. 504. 0.999 QTL Excess(+) Full Conversion INR

22 Supply of Iron railing over causeway (SI N. 502 c) 0.000 QTL Excess(+) Full Conversion INR

23 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504 Sr no. 16.05 0.999 Cum Excess(+) Full Conversion INR

24 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 MORTH 2503 Sr No. 16.01 0.000 Cum Excess(+) Full Conversion INR

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