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Tender Value
₹1.2 Cr
EMD Value
₹8.1 L
Closing Date
25 Sept 2026, 12:00 pm2d left
S.E. Sitapur/Kheri Circle, U.P.P.W.D
OFFICE OF SUPERINTENDING ENGINEER, SITAPUR/KHERI CIRCLE, PWD, SITAPUR
New construction of the Tapri Hasnapur link road. (Dhaurahara)
2026_CEUCZ_1186325_6
4070/352C/ETENDER/2026 Dated 25.08.2026
Open Tender
Civil Works - Roads
Fixed-rate
365 days
LAKHIMPUR KHERI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹8.1 L
Yes
OFFICE OF SUPERINTENDING ENGINEER, SITAPUR/KHERI C
16 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
18 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 3.00 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 | 4,634 | Cum | 62 | ₹2,87,308 |
| 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 458 | Cum | 5,265 | ₹24,11,370 |
| 3 | 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 | 326 | Cum | 6,300 | ₹20,53,800 |
| 4 | Construction of un-reinforced, 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 aggregate not 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 formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | 653 | Cum | 9,535 | ₹62,26,355 |
| 5 | 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 | 1,607 | Cum | 62 | ₹99,634 |
| 6 | Road Furniture Reflective Sign Board, Reflective Caution Boards,Painting of Km. Stone ,Hect.Stone, Culvert Parapet etc. | 1.15 | Km | 10,000 | ₹11,500 |
| 7 | Routine maintinance Charge upto 5 years for any defect/damage found after construction of all works i/c restoration of paved surface, shoulders, culverts road furniture etc. complete as per direction of E/I First Year - 0
Second Year - | 1 | Job | 27,725 | ₹27,725 |
| 8 | Third Year | 1 | Job | 55,450 | ₹55,450 |
| 9 | Fourth Year | 1 | Job | 83,175 | ₹83,175 |
| 10 | Fifth Year | 1 | Job | 1,10,900 | ₹1,10,900 |
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Corrigendumcd1LMP.pdf
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