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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 CrAdmitted-Finance | ₹7.7 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Not addmitted |
| 3 | Rejected-Technical N A | PALWAL | HARYANA | 121004 | - | - | Rejected-Technical Not addmitted |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not addmitted |
| 5 | Rejected-Technical ANANDIPURAM KUSUMKHERA HALDWANI | NAINITAL | UTTARAKHAND | 244713 | - | - | Rejected-Technical Not addmitted |
| Sl No | Description | Qty | Unit | M/s SURESH CHANDRA BAJETHA L1 |
|---|---|---|---|---|
| 1.00Carriageway | ||||
| 1.01 | Tack coatProviding 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. | 75,146 | Sqm | 14 ₹10,52,044 Lowest |
| 1.02 | Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix 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. 507 complete in all respects.Grading II - 26.5mm nominal size | 3,759 | Cum | 9,184 ₹3,45,22,656 Lowest |
| 1.03 | 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 | 75,146 | sqm | 11.5 ₹8,64,179 Lowest |
| 1.04 | Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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.509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix) | 2,256 | Cum | 10,713 ₹2,41,68,528 Lowest |
| 2.00Carriageway (ICBP) | ||||
| 2.01 | 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. | 137 | cum | 2,907 ₹3,98,259 Lowest |
| 2.02 | Interlocking Concrete Block Pavement; Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 1,831 | sqm | 731 ₹13,38,461 Lowest |
| 2.03 | Plain/reinforced cement concrete in substructure complete as per drawings andT Technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m); P.C.C. grade M 20; 12-5-2-1 Nominal mix (1:2:4) | 969 | Cum | 7,664 ₹74,26,416 Lowest |
| 2.04 | EXCAVATION | 1,105 | Cum | 396 ₹4,37,580 Lowest |
Tender Value
Refer Docs
EMD Value
₹15.3 L
Closing Date
10 Mar 2026, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer 2nd Circle PWD , Nainital
Improvement and Reconstruction of Ranibag Bhimtal Khutani Chauffi Padampuri Dhanachuli Motiapathar Shaharfatak Mornaula Devidhura motor road SH 10 from Km 23.00 to 39.00 at Bhimtal constituency Distt Nainital under State Sector.
2026_pwd_92312_1
415/41-M-2/25-26 Dated 21-02-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Bhowali
As per attached SBD
2 documents required · 2 mandatory
₹5,900
EE ty Division PWD Bhowali
₹15.3 L
Superintending Engineer 2nd Circle PWD , Nainital
15 Apr 2026
24 Feb 2026
11 Mar 2026
24 Feb 2026
10 Mar 2026
4 Mar 2026
24 Feb 2026 - 4 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Carriageway | |||||
| 1.01 | Tack coatProviding 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. | 75,146 | Sqm | 14 | ₹10,52,044 |
| 1.02 | Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix 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. 507 complete in all respects.Grading II - 26.5mm nominal size | 3,759 | Cum | 9,184.7 | ₹3,45,25,287.3 |
| 1.03 | 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 | 75,146 | sqm | 11.7 | ₹8,79,208.2 |
| 1.04 | Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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.509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix) | 2,256 | Cum | 10,713.7 | ₹2,41,70,107.2 |
| 2Carriageway (ICBP) | |||||
| 2.01 | 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. | 137 | cum | 2,907 | ₹3,98,259 |
| 2.02 | Interlocking Concrete Block Pavement; Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 1,831 | sqm | 731.1 | ₹13,38,644.1 |
| 2.03 | Plain/reinforced cement concrete in substructure complete as per drawings andT Technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m); P.C.C. grade M 20; 12-5-2-1 Nominal mix (1:2:4) | 969 | Cum | 7,664.5 | ₹74,26,900.5 |
| 2.04 | EXCAVATION | 1,105 | Cum | 396.3 | ₹4,37,911.5 |
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