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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹79.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹86.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹86.4 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹91.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹91.8 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Dinesh singh panwar L1 | SATENDRA SINGH L2 | MNR Construction Co. L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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 manual means | 45.78 | Cum | 2,296.3 ₹1,05,124.61 | 2,296 ₹1,05,110.88 Lowest | 2,296 ₹1,05,110.88 Lowest |
| 2.00 | 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 and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 610.4 | Sqm | 66 ₹40,286.4 Lowest | 73 ₹44,559.2 | 88 ₹53,715.2 |
| 3.00 | 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. | 19,687.5 | Sqm | 18.13 ₹3,56,934.38 Lowest | 20 ₹3,93,750 | 21.75 ₹4,28,203.13 |
| 4.00 | 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 a previously 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 grades to be followed by seal coat of either Type B as per Technical Specification Clause 508. Case - I By Manual Means Bitumen (VG-10) | 19,687.5 | Sqm | 213.13 ₹41,95,996.88 Lowest | 238 ₹46,85,625 | 255.75 ₹50,35,078.13 |
| 5.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 By Manual Means Case - II : Type B Bitumen (VG-10) | 19,687.5 | Sqm | 87.25 ₹17,17,734.38 Lowest | 97 ₹19,09,687.5 | 104.7 ₹20,61,281.25 |
| 6.00 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 1,000 | Sqm | 523.5 ₹5,23,500 | 523 ₹5,23,000 Lowest | 523.5 ₹5,23,500 |
| 7.00 | Maintenance of earthen shoulder | 5 | KM | 6,000 ₹30,000 Lowest | 6,000 ₹30,000 Lowest | 6,000 ₹30,000 Lowest |
| 8.00 | Maintenance of drain | 5 | KM | 10,000 ₹50,000 Lowest | 10,000 ₹50,000 Lowest | 10,000 ₹50,000 Lowest |
| 9.00 | 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 | 38.44 | Cum | 423.5 ₹16,279.34 | 423 ₹16,260.12 Lowest | 423.5 ₹16,279.34 |
| 10.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 38.44 | Cum | 5,186.2 ₹1,99,357.53 | 5,186 ₹1,99,349.84 Lowest | 5,186.2 ₹1,99,357.53 |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
18 Aug 2026, 12:00 pmClosed
EE CD PWD Pabau
EE CD PWD Pabau
navinikaran 2026-27 ke Antargat Mailsain Chopra nyangarh motor marg ke Km 01 to 05 mai PC dwara nanikaran karya
2026_pwd_98191_1
1300/12AC Dated 23-07-2026
Open Tender
Civil Works - Roads
Item Rate
EE CD PWD Pabau
Scan copy of earnest moneny tender fee and Rs 100 stamp paper with declaration of validity of date
3 documents required · 3 mandatory
₹4,720
Yes
EE CD PWD Pabau
₹1.3 L
Yes
19 Aug 2026
29 Jul 2026
18 Aug 2026
29 Jul 2026
18 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 manual means | 45.78 | Cum | - | - |
| 2 | 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 and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 610.4 | Sqm | - | - |
| 3 | 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. | 19,687.5 | Sqm | - | - |
| 4 | 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 a previously 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 grades to be followed by seal coat of either Type B as per Technical Specification Clause 508. Case - I By Manual Means Bitumen (VG-10) | 19,687.5 | Sqm | - | - |
| 5 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 By Manual Means Case - II : Type B Bitumen (VG-10) | 19,687.5 | Sqm | - | - |
| 6 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 1,000 | Sqm | - | - |
| 7 | Maintenance of earthen shoulder | 5 | KM | - | - |
| 8 | Maintenance of drain | 5 | KM | - | - |
| 9 | 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 | 38.44 | Cum | - | - |
| 10 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 38.44 | Cum | - | - |
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