Loading
Loading…
Loading…
Tender Value
₹1.6 Cr
EMD Value
₹10.1 L
Closing Date
30 Sept 2026, 12:00 pm3d left
Superintending Engineer, A.C., PWD, Aligarh
Office of the Superintending Engineer, Aligarh Circle, PWD, Aligarh
As Per BOQ
2026_CEALG_1188712_1
4870/Cashier(CDK)-AC/2026-27 Date 25-08-2026
Open Tender
Civil Works - Roads
Fixed-rate
270 days
Kasganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹10.1 L
Yes
23 Sept 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
30 Sept 2026
23 Sept 2026
23 Sept 2026 - 30 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 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 as per Technical Specification Clause 301.5 (Local Earth) | 7,300 | Cum | 107 | ₹7,81,100 |
| 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. | 604 | Cum | 3,625 | ₹21,89,500 |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means | 435 | Cum | 4,650 | ₹20,22,750 |
| 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 M30 (Grade)( 1:1.5:3 ) 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 ......curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 874 | Cum | 8,000 | ₹69,92,000 |
| 5 | Construction of Subgrade and Earthen Shoulders 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 1000 m as per Technical Specification Clause 303.1 (Local Earth) | 1,550 | Cum | 97 | ₹1,50,350 |
| 6 | 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 | 157.5 | Cum | 194 | ₹30,555 |
| 7 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M 10) | 73.3 | Cum | 7,535 | ₹5,52,315.5 |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 104.63 | Cum | 8,150 | ₹8,52,734.5 |
| 9 | Supplying, Fitting and Placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Clauses 1000 and 1202 | 8.21 | Tone | 55,500 | ₹4,55,655 |
| 10 | 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 32.95 | Cum | 38 | ₹1,252.1 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.33 MB
BOQ_2239473.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .