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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.6 Cr+₹81,395.46 (0.50%)Rejected-AOC ANANDGAON POST JAWALBAN TALUKA KAIJ DISTRICT BEED MAHARASHTRA PIN 431518 | KAIJ | BEED | MAHARASHTRA | 431518 | ₹1.6 Cr+₹81,395.46 (0.50%) | L2 | Rejected-AOC Accepted |
| 3 | Not Admitted-Fee/PreQual/Technical PARALI V | PARBHANI | MAHARASHTRA | 431401 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.7 Cr
EMD Value
₹1.5 L
Closing Date
27 May 2026, 6:55 pmClosed
Executive Engineer P.W.D. Ambajogai
Executive Engineer P.W.D. Ambajogai
Improvement of Digras Pohner Kasarwadi Mamdapur Kaudgaon Huda Road SH-494 Km. 18/00 to 24/500 (Actual Km. 23/745 to 24/500) Tq. Parali Dist.Beed
2026_PWR_1304560_11
Ambajogai_PWD_B_1_03_2026_27
Open Tender
Civil Works
Percentage
365 days
Parali
Pls refer tender document.
2 documents required · 2 mandatory
₹1,180
₹1.5 L
Superintending Engineer, P.W.C. Dharashiv
8 Sept 2026
21 May 2026
29 May 2026
21 May 2026
27 May 2026
21 May 2026
26 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 Metre including removal and disposal of top organic soil not exceeding 150 mili metre in thickness. | - | One Square Metre | 12 | - |
| 2 | 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 | 119 | - |
| 3 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 1 | One Cubic Metre | 654.98 | ₹654.33 |
| 4 | Spreading hard murum/ soft murum/ gravel or kankar for side width complete | 1 | One Cubic Metre | 79 | ₹78.92 |
| 5 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etcetera complete. | - | One Square Metre | 21 | - |
| 6 | 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 | 2,236.59 | - |
| 7 | 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 | 4,145.67 | - |
| 8 | Providing and laying in-situ M-30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate(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/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make 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 | 8,022.07 | - |
| 9 | Providing and fixing in position Thermo Mechanical Treated (TMT) FE 500, 25 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 | 394 | - |
| 10 | 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 | 306 | - |
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