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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 CrAccepted-AOC WAKILWADI NEAR HANUMAN TEMPLE KAIJ DIST BEED | BEED | MAHARASHTRA | 413207 | ₹16.0 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹16.8 Cr+₹80.1 L (5.00%)Rejected-AOC 0 0 PIPRAICH GORAKHPUR GORAKHPUR UTTAR PRADESH 273152 | GORAKHPUR | UTTAR PRADESH | 273152 | ₹16.8 Cr+₹80.1 L (5.00%) | L2 | Rejected-AOC Accepted |
| Sl No | Description | Qty | Unit | Raj consturction co. Kaij L1 | Yash Construction co L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. | 20,857.5 | One Cubic Metre | 119 ₹24,82,043 Lowest | 124.95 ₹26,06,145 |
| 2.00 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 7,425 | One Cubic Metre | 654.98 ₹48,63,227 Lowest | 687.73 ₹51,06,395 |
| 3.00 | Spreading hard murum/ soft murum/ gravel or kankar for side width complete | 7,425 | One Cubic Metre | 79 ₹5,86,575 Lowest | 82.95 ₹6,15,904 |
| 4.00 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etcetera complete. | 49,500 | One Square Metre | 21 ₹10,39,500 Lowest | 22.05 ₹10,91,475 |
| 5.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at Optimum Moisture Content, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material | 6,750 | One Cubic Metre | 2,133.86 ₹1,44,03,555 Lowest | 2,240.55 ₹1,51,23,713 |
| 6.00 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (Natural Sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mili metre,, cement content not to be less than 150 Kilogram/ Cubic Metre, Optimum Moisture Content (OMC)to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etcetera complete. | 4,500 | One Cubic Metre | 4,108.87 ₹1,84,89,915 Lowest | 4,314.31 ₹1,94,14,395 |
| 7.00 | Providing and laying in-situ M-40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (Natural Sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant as per approved mix design, admixtures, transporting to site, spreading, laying with approved make slip form paver, compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6 metre X 0.6 metre centre to centre, admeasuring 80 mili metre at bottom and 40 mili metre at top with depth of 75 mili metre and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | 11,250 | One Cubic Metre | 8,291.57 ₹9,32,80,163 Lowest | 8,706.15 ₹9,79,44,188 |
| 8.00 | Providing and fixing in position Thermo Mechanical Treated (TMT) FE 500, 32 mili metre diametre dowel bars precoated with anticorrosive epoxy paint of required diametre 60 centi metre Long and at 30.00 centi metre centre to centre and wherever directed including handling, straightening, necessary cutting supported by Thermo Mechanical Treated (TMT) FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etcetera complete. | 4,950 | One Number | 538 ₹26,63,100 Lowest | 564.9 ₹27,96,255 |
| 9.00 | Providing and fixing in position Thermo Mechanical Treated (TMT) FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mili metre diametre 70 centi metre long and at 30.00 centi metre centre to centre and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of Thermo Mechanical Treated (TMT) FE 500, chairs with proper alignment etcetera complete. | 45,000 | One Number | 306 ₹1,37,70,000 Lowest | 321.3 ₹1,44,58,500 |
| 10.00 | Cutting transverse contraction joints 3 to 4 mili metre wide and depth 60 mili metre .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etcetera complete including subsequent widening of the groove 8 to 10 mili metre wide at top having depth of 15 mili metre as directed by Engineer incharge. | 27,000 | One Running Metre | 76 ₹20,52,000 Lowest | 79.8 ₹21,54,600 |
Tender Value
₹16.4 Cr
EMD Value
₹8.2 L
Closing Date
13 Mar 2026, 6:55 pmClosed
Executive Engineer P.W.D. Ambajogai
Executive Engineer P.W.D. Ambajogai
Improvement to Undari Janegaon Kumbefal Yedeshwari Sugar Factory to SH-64 Km. 0/00 to 16/200 MDR-71 Tq. Kaij Dist.Beed
2026_PWR_1283222_1
Ambajogai_PWD_B_2_17_2025_26
Open Tender
Civil Works
Item Rate
557 days
Kaij
Pls refer tender document.
2 documents required · 2 mandatory
₹5,900
₹8.2 L
Chief Engineer, P.W.Region Ch. Sambhajinagar
16 Jul 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. | - | One Cubic Metre | 100 | - |
| 2 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | - | One Cubic Metre | 100 | - |
| 3 | Spreading hard murum/ soft murum/ gravel or kankar for side width complete | - | One Cubic Metre | 10 | - |
| 4 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etcetera complete. | - | One Square Metre | 10 | - |
| 5 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at Optimum Moisture Content, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material | - | One Cubic Metre | 10 | - |
| 6 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (Natural Sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mili metre,, cement content not to be less than 150 Kilogram/ Cubic Metre, Optimum Moisture Content (OMC)to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etcetera complete. | - | One Cubic Metre | 10 | - |
| 7 | Providing and laying in-situ M-40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (Natural Sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant as per approved mix design, admixtures, transporting to site, spreading, laying with approved make slip form paver, compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6 metre X 0.6 metre centre to centre, admeasuring 80 mili metre at bottom and 40 mili metre at top with depth of 75 mili metre and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | - | One Cubic Metre | 10 | - |
| 8 | Providing and fixing in position Thermo Mechanical Treated (TMT) FE 500, 32 mili metre diametre dowel bars precoated with anticorrosive epoxy paint of required diametre 60 centi metre Long and at 30.00 centi metre centre to centre and wherever directed including handling, straightening, necessary cutting supported by Thermo Mechanical Treated (TMT) FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etcetera complete. | - | One Number | 10 | - |
| 9 | Providing and fixing in position Thermo Mechanical Treated (TMT) FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mili metre diametre 70 centi metre long and at 30.00 centi metre centre to centre and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of Thermo Mechanical Treated (TMT) FE 500, chairs with proper alignment etcetera complete. | - | One Number | 10 | - |
| 10 | Cutting transverse contraction joints 3 to 4 mili metre wide and depth 60 mili metre .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etcetera complete including subsequent widening of the groove 8 to 10 mili metre wide at top having depth of 15 mili metre as directed by Engineer incharge. | - | One Running Metre | 100 | - |
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