Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.0 LAdmitted-Finance | -0.05% | ₹12.0 L | L1 | Admitted-Finance |
| 2 | L2₹12.0 LAdmitted-Finance | -0.01% | ₹12.0 L | L2 | Admitted-Finance |
| 3 | L3₹12.0 LAdmitted-Finance | +0.00% | ₹12.0 L | L3 | Admitted-Finance |
Tender Value
₹12.0 L
EMD Value
₹24,056
Closing Date
29 Apr 2026, 5:00 pmClosed
AMA
ZILA PANCHAYAT GORAKHPUR
GRAMSABHA RIYAON ME HATA RIYAON MAIN PITCH MARG SE BRIJESH SHEHI KE KHET KI OR MARG KA LEPAN
2026_UPPRD_1134089_5
07-10/PWC-ZPGKP/2026-2027 Dt 06-04-2026
Open Tender
Civil Works
120 days
GORAKHPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
ACO
₹24,056
14 May 2026
9 Apr 2026
30 Apr 2026
9 Apr 2026
29 Apr 2026
9 Apr 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 |
|---|---|---|---|---|---|
| 1Civil Work | |||||
| 1.01 | Clearing and Grubbing Road Land including uprooting wild vegetation,grass,bushes,shrubs,saplings and trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification clause 201 | - | cum | 1 | - |
| 1.02 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 50 m as per Technical Specification clause 301.5 | - | cum | - | - |
| 1.03 | Construction of granular subbase by providing well graded matterial, spreading in uniform layers with mitor grader prepared, surfaces mixing by mix in place method with rotawater and at OMC and compacting with smooth wheel roller to achieved the desired density complete as per technical Specification, Sl 401 | - | cum | - | - |
| 1.04 | 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 the interstices of course aggregate, watering and compacting to the required density grading 3 as per PWD Specification, Sl 401 | 1 | cum | - | - |
| 1.05 | 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, binding materials to fill up the interstices of course aggregate, watering and compacting to the required density grading 3 as per PWD Specification, Sl 405 | - | cum | - | - |
| 1.06 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 1.07 | Providing and applying tack coat with Bitumen grade using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & Cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | 1 | - |
| 1.08 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm 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 suitable plane laying and rolling with a three wheel 80-100 KN static rollers capacity finished to required level and grades to be followed by manual MORD Specification 508. | - | sqm | 1 | - |
| 1.09 | Providing and laying seal coat ‘C’ Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification Clauses 510. | - | sqm | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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 • 1.21 MB
Tendernotice_2.pdf
PDF • 0.37 MB
BOQ_2117113.xls
BOQ • 0.24 MB
Download all tender documents and submit your bid