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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹18.4 L+₹1.5 L (9.07%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹20.1 L+₹3.3 L (19.3%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹21.6 L+₹4.7 L (27.8%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹22.5 L+₹5.6 L (33.3%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJPAL SINGH CONTRACTOR L5 | rajesh kamra contractor L2 | M/S GAUHAR ALI CONSTRUCTION L6 | M/S AKSHIT CHHABRA CONTRACTOR L4 | M/s MS Construction, Rudrapur L1 | KEYSTONE INFRASTRUCTURE L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using naturally occuring gravel | 87.5 | CUM | 1,000 ₹87,500 | 800 ₹70,000 | 1,436.33 ₹1,25,678.88 | 750 ₹65,625 Lowest | 1,689.6 ₹1,47,840 | 1,250 ₹1,09,375 |
| 2.00 | Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres) | 2,400 | Meter | 30 ₹72,000 | 42 ₹1,00,800 | 35.7 ₹85,680 | 28 ₹67,200 Lowest | 32 ₹76,800 | 42 ₹1,00,800 |
| 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 4,500 | SQM | 12 ₹54,000 | 13 ₹58,500 | 11.39 ₹51,255 Lowest | 13 ₹58,500 | 13.4 ₹60,300 | 13 ₹58,500 |
| 4.00 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical
Specification Clause 508.2 | 4,500 | SQM | 162 ₹7,29,000 | 163 ₹7,33,500 | 138.65 ₹6,23,925 Lowest | 163 ₹7,33,500 | 163.1 ₹7,33,950 | 155 ₹6,97,500 |
| 5.00 | 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 5-12-B-B-2 Bitumen (VG-30) | 4,500 | SQM | 65 ₹2,92,500 | 71 ₹3,19,500 | 61.04 ₹2,74,680 | 71 ₹3,19,500 | 71.8 ₹3,23,100 | 45 ₹2,02,500 Lowest |
| 6.00 | WBM Grading 2
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 2 as per Technical Specification Clause 405.By Mechanical Means | 337.5 | CUM | 1,500 ₹5,06,250 | 800 ₹2,70,000 | 1,984.39 ₹6,69,731.63 | 850 ₹2,86,875 | 500 ₹1,68,750 Lowest | 1,250 ₹4,21,875 |
| 7.00 | 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 | 337.5 | CUM | 1,500 ₹5,06,250 | 850 ₹2,86,875 | 2,043.98 ₹6,89,843.25 | 1,850 ₹6,24,375 | 520 ₹1,75,500 Lowest | 1,250 ₹4,21,875 |
Tender Value
₹29.7 L
EMD Value
₹59,500
Closing Date
30 Oct 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer P. D. P.W.D. Rudrapur
Surface improvement of the road from Majhrashila Kulwantnagar Road to Bhola Colony Aryanagar Road in Gadarpur Assembly Constituency District Udham Singh Nagar under Honble Chief Minister Announcement No. 792-2026.
2026_pwd_101472_1
2635/3AC Date 13.10.2026 (3)
Open Tender
Civil Works - Roads
Item Rate
180 days
GADARPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Executive Engineer P. D. P.W.D. Rudrapur
₹59,500
4 Nov 2026
21 Oct 2026
31 Oct 2026
21 Oct 2026
30 Oct 2026
21 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using naturally occuring gravel | 87.5 | CUM | - | - |
| 2 | Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres) | 2,400 | Meter | - | - |
| 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 4,500 | SQM | - | - |
| 4 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical
Specification Clause 508.2 | 4,500 | SQM | - | - |
| 5 | 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 5-12-B-B-2 Bitumen (VG-30) | 4,500 | SQM | - | - |
| 6 | WBM Grading 2
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 2 as per Technical Specification Clause 405.By Mechanical Means | 337.5 | CUM | - | - |
| 7 | 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 | 337.5 | CUM | - | - |
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