Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.9 LAccepted-AOC NAVEEN NAGAR 2B 1141 1 JANPAD SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹93.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.0 Cr+₹9.0 L (9.59%)Rejected-Finance GRAM NANEHA ASHA TEHSIL DEVBAND DISTRICT SAHARANPUR MOBILE 9927733433 | ₹1.0 Cr+₹9.0 L (9.59%) | L2 | Rejected-Finance L2 |
Tender Value
₹1.1 Cr
EMD Value
₹7.6 L
Closing Date
29 Apr 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
New construction work from Majra Kurdikheda of village Kaluwala Jahanpur of Block Muzaffarabad towards Shahjahanpur
2026_CEMRT_1140944_1
2274/94MS-S/2026 Date 31-03-2026
Open Tender
Civil Works
Fixed-rate
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹7.6 L
2 Jun 2026
23 Apr 2026
29 Apr 2026
23 Apr 2026
29 Apr 2026
23 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 |
|---|---|---|---|---|---|
| 1 | 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 | - | Cum. | - | - |
| 2 | 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 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | Cum. | - | - |
| 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 402. | - | Cum. | - | - |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam Grade-2 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density, as per Latest Specification. | - | Cum. | - | - |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam Grade-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density, as per Latest Specification. | - | Cum | - | - |
| 6 | 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 0.65 kg/sqm using mechanical means as per Technical Specification Clause 502. | - | Sqm. | - | - |
| 7 | Providing & applying tack coat with V.G.-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per Technical Specification Clause 503. | - | Sqm. | - | - |
| 8 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-10 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by seal coat as per Latest Specification. | - | Sqm. | - | - |
| 9 | Providing and laying seal coat by manual means with V.G.-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Latest Specification. | - | Sqm. | - | - |
| 10 | Brick Lining on edge of both side of road (Ch-04 Item No. 4) | - | Km. | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 • 1.22 MB
BOQ_2130543.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 .