Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAccepted-Finance | ₹4.3 Cr | L1 | Accepted-Finance Bis is Responsive |
| Sl No | Description | Qty | Unit | M/S UMASHANKAR SINGH RAWAT L1 |
|---|---|---|---|---|
| 1.00 | Earth work in hill road "Excavation in hilly area for construction of road in all type of soil and rock with E&B and BIB as met at site true to line as per L-Section, camber/Super elevation as required also including uprooting and cutting of bushes, dressing of road surface to the required level and slope with all lead ,lifts and safe disposal of surplus excavated material at suitable dumping place and forest land including slip clearance during hill side cutting as directed by engineer-in-charge including supply of all material, labour and T&P etc. required for proper completion of the work. | 1 | LS Job | 6,98,791.84 ₹8,24,574.37 Lowest |
| 2.00 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. | 1,787.35 | cu.m | 69.07 ₹1,45,673.67 Lowest |
| 3.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using naturally occuring gravel) | 75.56 | cu.m | 1,487.76 ₹1,32,649.88 Lowest |
| 4.00 | WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(By Mechanical Means) | 46.97 | cu.m | 2,724.64 ₹1,51,012.08 Lowest |
| 5.00 | WBM Grading 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(By Mechanical Means) | 135.41 | cu.m | 2,646.38 ₹4,22,848.66 Lowest |
| 6.00 | Low porosity
Providing and applying Prime coat LOW porosity with Bitumen emulsion (SS-1) complying with IS : 8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 1,880 | Sq.m | 43.3 ₹96,056.72 Lowest |
| 7.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 33,775.5 | Sq.m | 14.6 ₹5,81,884.31 Lowest |
| 8.00 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 33,775.5 | Sq.m | 202.8 ₹80,82,612.25 Lowest |
| 9.00 | Seal Coat
SealCoat Providing and laying seal coat sealing the voids in a bituminous surface laid to the s Technical pecificationClause 510 By Manual Means Case -I:Type B Bitumen (S-90) | 33,775.5 | Sq.m | 104.1 ₹41,48,914.87 Lowest |
| 10.00 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | 900 | Sq.m | 1,174.8 ₹12,47,637.6 Lowest |
Tender Value
₹4.3 Cr
EMD Value
₹8.7 L
Closing Date
21 May 2026, 1:00 pmClosed
SE PMGSY GOPESHWAR HQ CIRCLE GAUCHAR CHAMOLI
SE PMGSY GOPESHWAR HQ CIRCLE GAUCHAR, CHAMOLI
Improvement of Narayanbagad Bhagoti MR KM 10To Jhijhoni Motor Road under Nanda Devi Rajjat Yatra
2026_URRDA_95461_1
499_07M_PMGSY_08052026
Open Tender
Civil Works - Roads
Item Wise
180 days
NARAINBAGAR
refer tender documents and SBD
2 documents required · 2 mandatory
₹5,900
EE RWD PMGSY KARANPRAYAG
₹8.7 L
SE PMGSY GOPESHWAR HQ CIRCLE GAUCHAR CHAMOLI
5 Aug 2026
14 May 2026
22 May 2026
14 May 2026
21 May 2026
14 May 2026
18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in hill road "Excavation in hilly area for construction of road in all type of soil and rock with E&B and BIB as met at site true to line as per L-Section, camber/Super elevation as required also including uprooting and cutting of bushes, dressing of road surface to the required level and slope with all lead ,lifts and safe disposal of surplus excavated material at suitable dumping place and forest land including slip clearance during hill side cutting as directed by engineer-in-charge including supply of all material, labour and T&P etc. required for proper completion of the work. | - | LS Job | 6,99,141.41 | - |
| 2 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. | 1 | cu.m | 69.1 | ₹69.03 |
| 3 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using naturally occuring gravel) | - | cu.m | 1,488.5 | - |
| 4 | WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(By Mechanical Means) | 1 | cu.m | 2,726 | ₹2,723.27 |
| 5 | WBM Grading 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(By Mechanical Means) | 1 | cu.m | 2,647.7 | ₹2,645.05 |
| 6 | Low porosity
Providing and applying Prime coat LOW porosity with Bitumen emulsion (SS-1) complying with IS : 8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | - | Sq.m | 43.3 | - |
| 7 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | Sq.m | 14.6 | - |
| 8 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | - | Sq.m | 202.8 | - |
| 9 | Seal Coat
SealCoat Providing and laying seal coat sealing the voids in a bituminous surface laid to the s Technical pecificationClause 510 By Manual Means Case -I:Type B Bitumen (S-90) | - | Sq.m | 104.1 | - |
| 10 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | - | Sq.m | 1,174.8 | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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 • 0.53 MB
jhinjhoni_SBD.pdf
Tender Documents • 4.02 MB
BOQ_112870.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 .