Construction of Bahadur Nagar Gurudwara to Ambara link road.

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

Name of Work: Construction of Bahadur Nagar Gurudwara to Ambara link road.

Contract No: 1166/352/C/e-Tender/STP-Kheri/2025-26 Dated 28-02-2026

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

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 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m 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 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

4 Providing, laying and spreading material on a prepared sub base cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. Cement Treated W.M.M. Cum Excess(+) Full Conversion INR

5 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 but including cost of Bitumen. Sqm Excess(+) Full Conversion INR

6 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 but including cost of Bitumen. Sqm Excess(+) Full Conversion INR

7 Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall but including cost of Bitumen. Sqm Excess(+) Full Conversion INR

8 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

9 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. (1x600 & 1x1000 mm dia) Cum Excess(+) Full Conversion INR

10 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. (1x600 & 1x1000 mm dia) Cum Excess(+) Full Conversion INR

11 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. (1x600 & 1x1000 mm dia) Cum Excess(+) Full Conversion INR

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

13 Providing, laying and Fixing of 1000 mm dia NP-3 R.C.C. Hume pipe RM Excess(+) Full Conversion INR

14 Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204 (1x600 & 1x1000 mm dia) Sqm Excess(+) Full Conversion INR

15 5 Years Maintinence Charge @ 7.50% JOB Excess(+) Full Conversion INR

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