Construction of 3x6 mt Span Minor Bridge, Approach, Additional Approach and Protection Work On Bhainsor River at Tiliyakhata to Harsingpur Road Under Rajya Yojna in financial Year 2025-26

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

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

Name of Work: Construction of 3x6 mt Span Minor Bridge, Approach, Additional Approach and Protection Work On Bhainsor River at Tiliyakhata to Harsingpur Road Under Rajya Yojna in financial Year 2025-26.

Contract No: - 8038/7Niveda (CD-2)(E.T)-08/2025-26 Date 31.10.2025

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 TOTAL AMOUNT Without Taxes TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

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. 7500 cum 70 Excess(+) Full Conversion INR

2 Construction of embankment with approved material obtained from brrow 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 30 m per Technical Specification Clause 301.5 ( Carted Earth 2 km) 2900 cum 158 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 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) 717 cum 4015 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 405) 476 cum 4830 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 405) 532 cum 4770 Excess(+) Full Conversion INR

6 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. 1.65 Km 68500 Excess(+) Full Conversion INR

7 Providing and applying primer coat with Bitumen emulsion (SS) 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 502. 6350 Sqm 34 Excess(+) Full Conversion INR

8 Providing and applying tack coat with Bitumen VG-10 distributor at the rate of 0.30 kg per sqm on the prepared granular /Bituminus surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 6350 Sqm 14 Excess(+) Full Conversion INR

9 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) 6350 Sqm 174 Excess(+) Full Conversion INR

10 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. 6350 Sqm 65 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) 112.5 cum 8300 Excess(+) Full Conversion INR

12 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1 1775 cum 60 Excess(+) Full Conversion INR

13 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 (MORD) 200 cum 185 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 (MORD) 38 cum 7150 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 (MORD) 60 cum 7450 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 (MORD) Drain 3.5 Mt 69000 Excess(+) Full Conversion INR

17 Brick masonary work in cement mortar (1:3 cement coarse sand) in foundation complete excluding pointing and plastring as per drawing and technical specifications Clause 600,1202,1203. (MORD) 39 cum 6450 Excess(+) Full Conversion INR

18 Plastring with cement mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification clauses 613.4,1204 (MORD) 110 Sqm 225 Excess(+) Full Conversion INR

19 Providing concrete for reinforced (M-20) concrete in Cover of Dain complete as per drawings and technical specification Clause 802,803,1202&1203 (MORD) 2.2 cum 7570 Excess(+) Full Conversion INR

20 Providing ,laying and fixing of 600 mm RCC NP3 class hume pipe in proper position in culvert. 22.5 RM 2745 Excess(+) Full Conversion INR

21 Pointing with cement mortar (1:3) on brickwork as per drawing and Technical specification Clause 613.4 & 1204 (MORD) 33 Sqm 85 Excess(+) Full Conversion INR 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos

22 Earth Work in excavation of foundation of structures as drawing and technical specification, including setting out, construction of shoring and braching, removal of stumps and other deleterious matter, dressing of sides and bottom back filling the excavation earth to the extent required and and utilising the remaining earth locally for road work. 1065 cum 121 Excess(+) Full Conversion INR

23 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 (Bridge) 194 cum 4300 Excess(+) Full Conversion INR

24 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. 38 cum 7400 Excess(+) Full Conversion INR

25 R.C.C work with cement approved coarse sand and 2 cm (3/4") guage approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centring and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper completion of the work.Binding wire cost being included in the item.(S.I. No. 284 A) 395 cum 7650 Excess(+) Full Conversion INR

26 HYSD Steel or iron work in foundation, Sub-structure, Super-structure, wingwall, cut-off wall etc brought to required shape including cutting, bending & also including cost of necessary reinforcement for proper completion of work and autorised overlapping shall be measured. 45 Mt 76000 Excess(+) Full Conversion INR

27 Supplying & Fixing PVC pipe for bridge work of pressure 6 kg/cm² of 100mm internal dia including cost of all materials, labour and T&P etc. required for proper completion of work as per item no. 24, ch. 1 of PWD S.O.R.(for weep hole) 105 RM 135 Excess(+) Full Conversion INR

28 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. MORTH 800 Sr no. 14.16 80 Sqm 140 Excess(+) Full Conversion INR

29 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504 Sr no. 16.05 152 cum 4600 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 MORTH 2503 Sr No. 16.01 (Protection) 185 cum 4300 Excess(+) Full Conversion INR

Total in Figures 4 Construction of chamber for 100mm sluice plates item5 10 Nos

Quoted Rate in Figures Select

Quoted Rate in Words