Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹35.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹35.4 LAdmitted-Fee/PreQual/Technical/Finance CHANDAN SINGH | ₹35.4 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-only GST no dues certificate submitted another document not submitted |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-tender id and work name did not enter format 1 and 2 (both stamp paper) and NSC/FDR no. not written in format 1 |
| Sl No | Description | Qty | Unit | Chandan Singh L2 | GAJENDRA SINGH BISHT L1 |
|---|---|---|---|---|---|
| 1.01 | 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 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. By Manual Means | 185.63 | Cum | 3,215 ₹5,96,800.45 Lowest | 3,215 ₹5,96,800.45 Lowest |
| 2.01 | Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface andspraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 2,475 | Sqm | 45 ₹1,11,375 | 43 ₹1,06,425 Lowest |
| 3.01 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,475 | Sqm | 12 ₹29,700 Lowest | 12 ₹29,700 Lowest |
| 4.01 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and 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 apreviously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and gradesto be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means Bitumen (VG-10) | 2,475 | Sqm | 201 ₹4,97,475 Lowest | 201 ₹4,97,475 Lowest |
| 5.01 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B Bitumen (VG-10) | 2,475 | Sqm | 68 ₹1,68,300 Lowest | 68 ₹1,68,300 Lowest |
| 6.01 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer in- charge. (As per PWD Uttarakhand specifications) | 67.5 | Cum | 1,680 ₹1,13,400 Lowest | 1,680 ₹1,13,400 Lowest |
| 7.01 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). | 144 | Nos | 8,800 ₹12,67,200 Lowest | 8,800 ₹12,67,200 Lowest |
| 8.01 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 86.25 | Cum | 469 ₹40,451.25 Lowest | 469 ₹40,451.25 Lowest |
| 9.01 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction . | 208.47 | Cum | 2,476 ₹5,16,171.72 | 2,300 ₹4,79,481 Lowest |
| 10.01 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 92.64 | Cum | 1,126 ₹1,04,312.64 Lowest | 1,126 ₹1,04,312.64 Lowest |
Tender Value
₹41.8 L
EMD Value
₹83,700
Closing Date
17 Aug 2026, 12:00 pmClosed
EE RWD CHAMOLI GOPESHWAR
EE RWD CHAMOLI GOPESHWAR
surface resurfacing and improvement work of rural motor road bagwan tok to narangi village motor road (vikas kahand nandanagar)
2026_RES_98332_1
1453/RWD/29-07-2026
Open Tender
Civil Works - Roads
Item Rate
270 days
GOPESHWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
EE RWD CHAMOLI
₹83,700
18 Aug 2026
1 Aug 2026
17 Aug 2026
1 Aug 2026
17 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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 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. By Manual Means | 185.63 | Cum | - | - |
| 2.01 | Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface andspraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 2,475 | Sqm | - | - |
| 3.01 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,475 | Sqm | - | - |
| 4.01 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and 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 apreviously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and gradesto be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means Bitumen (VG-10) | 2,475 | Sqm | - | - |
| 5.01 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B Bitumen (VG-10) | 2,475 | Sqm | - | - |
| 6.01 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer in- charge. (As per PWD Uttarakhand specifications) | 67.5 | Cum | - | - |
| 7.01 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). | 144 | Nos | - | - |
| 8.01 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 86.25 | Cum | - | - |
| 9.01 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction . | 208.47 | Cum | - | - |
| 10.01 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 92.64 | Cum | - | - |
stage.html
html • 0.02 MB
finance_116029.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 • 4.35 MB
BOQ_116029.xls
BOQ • 0.34 MB
corrigendumforbagwantok08062026.pdf
PDF • 0.42 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 [email protected].