Construction of Panchi Farm link road.

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

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

Name of Work: Construction of Pankshi Farm link road.

Contract No: 7101/352/C/e-Tender/STP-Kheri/2025-26 Dated 24-12-2025

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 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

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 back filling in trenches with excavated suitable material. Cum Excess(+) Full Conversion INR INR Two Thousand Seven Hundred & Sixty Only

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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Cum Excess(+) Full Conversion INR INR Eight Lakh Ninety Seven Thousand Four Hundred & Fifty Only

4 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 Sixteen Lakh Eighty Thousand Only

5 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 Sixteen Lakh Eighteen Thousand Five Hundred & Sixty Only

6 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. Km Excess(+) Full Conversion INR INR Ninety Six Thousand Only

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 the rate of 0.70kg/sqm usingmannual means . Sqm Excess(+) Full Conversion INR INR One Lakh Fifty Seven Thousand Five Hundred Only

8 Providing and applying tack coat with bitumen (VG-10) using bitumen pressure Distributer at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . Sqm Excess(+) Full Conversion INR INR Sixty Thousand Only

9 Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 . Sqm Excess(+) Full Conversion INR INR Seven Lakh Thirty Eight Thousand Seven Hundred & Fifty Only

10 Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . Sqm Excess(+) Full Conversion INR INR Two Lakh Eighty One Thousand Two Hundred & Fifty Only

11 Construction of shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 Cum Excess(+) Full Conversion INR INR Sixty One Thousand Two Hundred Only

12 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 back filling in trenches with excavated suitable material. Cum Excess(+) Full Conversion INR INR Twelve Thousand Two Hundred & Fifty Only

13 Cement Concrete in foundation with 1 : 3 : 6 cement coarse sand and 40 mm. stone ballast supply of all material, labour and T&P etc required for proper completion of work. Cum Excess(+) Full Conversion INR INR One Lakh Nine Thousand Two Hundred Only

14 Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203. Cum Excess(+) Full Conversion INR INR One Lakh Ninety Three Thousand Seven Hundred & Fifty Only

15 Providing, laying and Fixing of 600 mm dia NP-3 R.C.C. Hume pipe RM Excess(+) Full Conversion INR INR Sixty Six Thousand Only

16 Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204 Sqm Excess(+) Full Conversion INR INR Seven Thousand Only

17 5 Years Maintinence Charge @ 7.50% JOB Excess(+) Full Conversion INR INR Four Lakh Fifty Three Thousand Three Hundred Only

Total in Figures . INR Sixty Seven Lakh Forty Thousand Nine Hundred & Seventy Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

Please Enable Macros to View BoQ information