Construction work of a minor bridge of 5x5.00 m span in place of the damaged Rapta bridge at Km. 3 of Nishad Nagar link road.

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

Tender Inviting Authority: Superintending Engineer, Sitapur/Kheri Circle, P.W.D., Sitapur.

Name of Work: Construction work of a minor bridge of 5x5.00 m span in place of the damaged Rapta bridge at Km. 3 of Nishad Nagar link road.

Contract No: 7070/352/C/e-Tender/STP-Kheri/2025-26 Dated 23-12-2025

Item Description 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 Dismantling of existing structures,like culverts,bridges,retaining wall and other structure comprising of brick masonary,including unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cum Excess(+) Full Conversion INR INR Twenty One Thousand Only

2 Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Cum Excess(+) Full Conversion INR INR One Lakh Seventy Thousand Only

3 Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete. Nos. Excess(+) Full Conversion INR INR Fifty Five Thousand Eight Hundred Only

4 Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete. Hour's Excess(+) Full Conversion INR INR Three Lakh Eighty Eight Thousand Eight Hundred Only

5 Sand filling in plingth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials. Labour and T&P etc required for proper completion of the work. Cum Excess(+) Full Conversion INR INR One Lakh Nineteen Thousand Eight Hundred & Fifty Only

6 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. Cum Excess(+) Full Conversion INR INR Eight Lakh Four Thousand Seven Hundred & Fifty Only

7 Providing and laying reinforced cement concrete M-25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 Cum Excess(+) Full Conversion INR INR Twelve Lakh Ninety Six Thousand Nine Hundred Only

8 Providing and laying reinforced cement concrete M-30 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 Cum Excess(+) Full Conversion INR INR Forty Four Lakh Thirty Three Thousand Nine Hundred Only

9 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in All Plasces complete as per Drawing and Technical Specifications. M.T. Excess(+) Full Conversion INR INR Forty Five Lakh Eighty Three Thousand Eight Hundred Only

10 Providing weep holes in plain/reinforced concrete abutment ,wing wall and return wallwith 75 mm dia P.V.C. Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face. complete as per drawing and technical specification. RM Excess(+) Full Conversion INR INR Forty Six Thousand Five Hundred & Thirty Only

11 Constraction of Diversion for Bridge Cum Excess(+) Full Conversion INR

12 Supply & laying of 1x1000 mm dia Np-3 H.P.For Diversion RM Excess(+) Full Conversion INR INR One Lakh Thirty Five Thousand Only

13 Laying brick soling on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth,spreading 25 mm thick layer of earth over brick soling,watering and rolling the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412 Sqm Excess(+) Full Conversion INR INR Three Lakh Forty Thousand Two Hundred Only

14 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 Cum Excess(+) Full Conversion INR INR Two Lakh Six Thousand Eight Hundred Only

15 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 Cum Excess(+) Full Conversion INR INR Twenty Two Lakh Fourteen Thousand Five Hundred Only

16 Earth work in embankment in ordinary soil, excavation to be done in form of regular pits not exceeding 1/2 M. in depth and work of embankment to be 20 cm layers including ramming & dressing the surfce to the required levels & slopes and including 1.5 m lift and 30 m. lead from the cutting to be used in making embankment or to be deposited as spoil banks with in 30 m. distance as directed by Engineer-in-charge for proper completion of work. Cum Excess(+) Full Conversion INR INR Twelve Lakh Seventy Five Thousand Only

17 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Cum Excess(+) Full Conversion INR INR Three Lakh Fifty Two Thousand Five Hundred Only

18 Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density. Cum Excess(+) Full Conversion INR INR Two Lakh Fifty Four Thousand Two Hundred & Fifty Only

19 Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density Cum Excess(+) Full Conversion INR INR Two Lakh Sixty One Thousand Only

20 Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the Engineer - in -charge. 0.999 Km Excess(+) Full Conversion INR INR Nineteen Thousand Two Hundred Only

21 Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.75 kg/sqm usingmannual means. Sqm Excess(+) Full Conversion INR INR Twenty Four Thousand Only

22 Providing and applying tack coat with Bitumen VG10 using bitumen distributor @ 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MORD Specification Clause 503. Sqm Excess(+) Full Conversion INR INR Eight Thousand Seven Hundred Only

23 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumenVG10 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 Type C as per Technical Specification Clause 508. Sqm Excess(+) Full Conversion INR INR One Lakh Twenty Thousand Only

24 Providing and laying seal coat sealing the voids in a bituminous VG 10 surface laid to the specified levels, grade and cross fall using Type C as per MORD Specification Clause 510 Sqm Excess(+) Full Conversion INR INR Forty Five Thousand Only

25 Construction of 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 1000 m as per MORD Specification Clause 303.1. Cum Excess(+) Full Conversion INR INR Seventeen Thousand Two Hundred & Fifty Only

26 Road Furniture Reflective Sign Board, Reflective Caution Boards, Painting of Km.Stone, Hect. Stone, Culvert Parapet etc. No. Excess(+) Full Conversion INR INR Fifteen Thousand Only

Total in Figures . INR One Crore Seventy Eight Lakh Thirty Six Thousand One Hundred & Thirty Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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