Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.3 LAdmitted-Fee/PreQual/Technical/Finance BHALLA FARM NO 8 SHYAMUR RISHIKESH DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹85.7 L+₹4.4 L (5.38%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹86.6 L+₹5.3 L (6.47%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹1.0 Cr+₹20.2 L (24.8%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHREE AADI SHIV CONSTRUCTION L4 | Rajesh Kumar Contractor L1 | AMIT KUMAR SAINI THEKEDAR L3 | Aman Associates L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,577 | Sqm | 15 ₹23,655 | 11.11 ₹17,520.47 Lowest | 13 ₹20,501 | 13 ₹20,501 |
| 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) with Bitumen VG-30
Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bituminous content & Density found actually in field after execute/Job Mix Formula/Estimated which ever is less. (Estimated density 2.20 Tonne/Cum) | 78.85 | Cum | 9,350 ₹7,37,247.5 | 7,200 ₹5,67,720 Lowest | 7,447 ₹5,87,195.95 | 7,371.25 ₹5,81,223.06 |
| 3.00 | 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. | 23,675 | Sqm | 14 ₹3,31,450 | 11.1 ₹2,62,792.5 | 11 ₹2,60,425 | 10.85 ₹2,56,873.75 Lowest |
| 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 respectsGrading II - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix)
Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bitumen content & Density found actually in field after execution/ Job Mix Formula/ Estimated which ever is less. (Estimated density 2.31 Tonne/Cum) | 591.88 | Cum | 11,600 ₹68,65,808 | 9,000 ₹53,26,920 Lowest | 9,186 ₹54,37,009.68 | 9,092.5 ₹53,81,668.9 |
| 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 | 28.28 | Cum | 2,450 ₹69,286 | 1,800 ₹50,904 Lowest | 2,668 ₹75,451.04 | 2,641 ₹74,687.48 |
| 6.00 | 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. | 970 | Sqm | 590 ₹5,72,300 Lowest | 600 ₹5,82,000 | 656 ₹6,36,320 | 649 ₹6,29,530 |
| 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 20 Nominal mix (1:2:4) | 17.6 | Cum | 5,600 ₹98,560 | 5,000 ₹88,000 Lowest | 6,115 ₹1,07,624 | 6,052.6 ₹1,06,525.76 |
| 8.00 | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 3,350 | Sqm | 65 ₹2,17,750 Lowest | 70 ₹2,34,500 | 77 ₹2,57,950 | 76.6 ₹2,56,610 |
| 9.00 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar | 126.88 | Cum | 5,900 ₹7,48,592 | 5,000 ₹6,34,400 Lowest | 5,743 ₹7,28,671.84 | 5,684.4 ₹7,21,236.67 |
| 10.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 362.5 | Sqm | 200 ₹72,500 | 100 ₹36,250 Lowest | 200 ₹72,500 | 198.3 ₹71,883.75 |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
16 Apr 2026, 2:30 pmClosed
EE, PD, PWD, Haridwar
EE, PD, PWD, Haridwar
Renewal work on Sitapur-Jamalpur Kalan-Jiyapota road in Distt. Haridwar under Kumbh Mela-2027 (Special Assistance Scheme). (Km. 1 to 6 (500)) (Job 2)
2026_pwd_93798_2
583/2A Dated 11.03.26
Open Tender
Civil Works - Roads
Item Rate
120 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE, PD, PWD, Haridwar (through E-Challan)
₹1.8 L
20 Apr 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
16 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | Sqm | - | - |
| 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) with Bitumen VG-30
Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bituminous content & Density found actually in field after execute/Job Mix Formula/Estimated which ever is less. (Estimated density 2.20 Tonne/Cum) | - | Cum | - | - |
| 3 | 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. | - | Sqm | - | - |
| 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 respectsGrading II - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix)
Recovery against difference of quantities of Bitumen and Aggregates shall be done according to bitumen content & Density found actually in field after execution/ Job Mix Formula/ Estimated which ever is less. (Estimated density 2.31 Tonne/Cum) | - | Cum | - | - |
| 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 | - | Cum | - | - |
| 6 | 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. | - | Sqm | - | - |
| 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 20 Nominal mix (1:2:4) | - | Cum | - | - |
| 8 | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | - | Sqm | - | - |
| 9 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar | - | Cum | - | - |
| 10 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | - | Sqm | - | - |
stage.html
html • 0.02 MB
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 • 0.62 MB
Terms_and_Conditions_Hotmix.pdf
Tender Documents • 0.31 MB
BOQ_111015.xls
BOQ • 0.29 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 .