Loading
Loading…
Loading…
Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAdmitted-Finance ANANDIPURAM KUSUMKHERA HALDWANI | NAINITAL | UTTARAKHAND | 244713 | L1 | Admitted-Finance | |
| 2 | L2₹4.4 Cr+₹51,269.29 (0.12%)Admitted-Finance HATHRANGIYA LOHAGHAT CHAMPAWAT UTTARAKHAND | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical Not admitted | |
| 4 | Rejected-Technical | - | Rejected-Technical Not Admitted |
| Sl No | Description | Qty | Unit | Neeraj Mishra L1 | MS DALIP SINGH ADHIKARI L2 |
|---|---|---|---|---|---|
| 1.00 | Tack coat 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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | 37,152.7 | sqm | 14 ₹5,20,137.8 Lowest | 14 ₹5,20,137.8 Lowest |
| 2.00 | Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) | 1,899.1 | Cum | 8,760 ₹1,66,36,116 Lowest | 8,762 ₹1,66,39,914.2 |
| 3.00 | Tack coat Providing and applying primer coat with bitumen emulsion (SS-1) 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. | 37,902.7 | sqm | 11 ₹4,16,929.7 Lowest | 11.8 ₹4,47,251.86 |
| 4.00 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects By Mechanical Means: Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.) | 1,139.16 | Cum | 10,335 ₹1,17,73,218.6 Lowest | 10,336.3 ₹1,17,74,699.51 |
| 5.00 | Surface Drains Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. mechanical means | 8,712 | Rmt | 18 ₹1,56,816 Lowest | 18.6 ₹1,62,043.2 |
| 6.00 | 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 | 2,131.69 | Cum | 397 ₹8,46,280.93 Lowest | 397.7 ₹8,47,773.11 |
| 7.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
P.C.C grade M 10 Nominal mix 1:3:6 | 184.1 | Cum | 6,945 ₹12,78,574.5 Lowest | 6,947 ₹12,78,942.7 |
| 8.00 | 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 | 452.99 | Cum | 2,164 ₹9,80,270.36 Lowest | 2,164.5 ₹9,80,496.86 |
| 9.00 | 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) | 522.22 | Cum | 1,030 ₹5,37,886.6 Lowest | 1,035 ₹5,40,497.7 |
| 10.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) Random rubble masonry | 868.99 | Cum | 4,972 ₹43,20,618.28 Lowest | 4,973.7 ₹43,22,095.56 |
Tender Value
Refer Docs
EMD Value
₹8.8 L
Closing Date
2 Mar 2026, 1:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer 2nd Circle PWD , Nainital
Improvement and Strengthening by BM/SDBC in Km 1 to 10 of the motor road from Kasiyalekh to Dhari in the assembly constituency Bhimtal Distt Nainital
2026_pwd_91464_1
182/41-M-2/24-25 dated 24-01-2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Bhowali
A per attached SBD
2 documents required · 2 mandatory
₹5,900
EE ty Division PWD Bhowali
₹8.8 L
Superintending Engineer 2nd Circle PWD , Nainital
9 Mar 2026
31 Jan 2026
2 Mar 2026
31 Jan 2026
2 Mar 2026
15 Feb 2026
31 Jan 2026 - 27 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Tack coat 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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | 37,152.7 | sqm | 14 | ₹5,20,137.8 |
| 2 | Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) | 1,899.1 | Cum | 8,762 | ₹1,66,39,914.2 |
| 3 | Tack coat Providing and applying primer coat with bitumen emulsion (SS-1) 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. | 37,902.7 | sqm | 11.8 | ₹4,47,251.86 |
| 4 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects By Mechanical Means: Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.) | 1,139.16 | Cum | 10,336.3 | ₹1,17,74,699.51 |
| 5 | Surface Drains Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. mechanical means | 8,712 | Rmt | 18.6 | ₹1,62,043.2 |
| 6 | 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 | 2,131.69 | Cum | 397.7 | ₹8,47,773.11 |
| 7 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
P.C.C grade M 10 Nominal mix 1:3:6 | 184.1 | Cum | 6,947 | ₹12,78,942.7 |
| 8 | 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 | 452.99 | Cum | 2,164.5 | ₹9,80,496.86 |
| 9 | 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) | 522.22 | Cum | 1,035 | ₹5,40,497.7 |
| 10 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) Random rubble masonry | 868.99 | Cum | 4,973.7 | ₹43,22,095.56 |
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 • 2.58 MB
SBDkasiyalekh.pdf
Tender Documents • 2.56 MB
BOQ_108356.xls
BOQ • 0.36 MB
Sudhi10.pdf
PDF • 0.73 MB
Sudhi10.pdf
PDF • 0.73 MB
SBDdate.pdf
PDF • 1.75 MB
SBDdate.pdf
PDF • 1.75 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 .