New Construction of Sitholiya Kham to Nagla Khagi Link Road Under New Construction 2025-26

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

Tender Inviting Authority: Superintending Engineer Budaun- Pilibhit Circle P.W.D. Bareilly

Name of Work:- New Construction of Sitholiya Kham Road to Nagala Khagi Link Under New Construction 2025-26

Contract No: - 1461)/7Nivida(CD)(E.T.)-08/2025-26 Dt. 06-03-2025

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.756) 0.999 Km Excess(+) Full Conversion INR

6 Providing and applying primer coat with Bitumen emulsion (SS0-2) 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. Sqm 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 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

11 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

12 Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (MORD 9.1 (1100&300) Cum Excess(+) Full Conversion INR

13 Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Coarse Sand not less than 2.25 FM) .as per SOR CH 6, SI 307 Cum Excess(+) Full Conversion INR

14 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

15 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

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

17 Ruled Pointing on brick work with cement mortar 1:3 (1Cement : 3 Fine Sand) as per SOR CH 13, SI 574(A) Sqm Excess(+) Full Conversion INR

18 12 mm cement plaster on brick work with cement mortar of mix (All floors). (I) 1:3 (1 cement : 3 coarse sand) as per SOR CH 13, SI 583 Sqm Excess(+) Full Conversion INR

19 Supply, laying and fixing of 600 MM DIA NP3 class hume pipes in proper position in culvert. R.M. Excess(+) Full Conversion INR

20 Supply, laying and fixing of 1000 MM DIA NP3 class hume pipes in proper position in culvert. R.M. Excess(+) Full Conversion INR

21 White washing with lime on undecorated wall surfaces (Two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and loose scales of lime wash and other foreign matters. as per SOR CH 16, (SI.No. 672) Sqm Excess(+) Full Conversion INR

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