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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.7 LAccepted-Finance | ₹47.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹47.9 LAccepted-Finance AT POST LOKHANDI SAWARGAON TQ AMBAJOGAI DIST BEED | BEED | MAHARASHTRA | 413207 | ₹47.9 L | L2 | Accepted-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | 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 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹47.9 L
EMD Value
₹47,944
Closing Date
26 Dec 2025, 5:00 pmClosed
Executive Engineer WD.02 Z P Beed
Executive Engineer WD.02 Z P Beed
ZPBEED/WD2/DPDC/132/2025-26
2025_BEED_1261611_1
ZPBEED/WD2/DPDC/132/2025-26
Open Tender
Civil Works
180 days
Beed
Registration Cert., ITR, GST, PAN Card etc As per Tender Conditions
2 documents required · 2 mandatory
₹5,000
₹47,944
27 Apr 2026
19 Dec 2025
27 Dec 2025
19 Dec 2025
26 Dec 2025
19 Dec 2025
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 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (E-DSRI.No. 2.09 Page No.21)
Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. BR.3 Page No. 102 (E-DSRI.No. 12.02 Page No.65)
Providing soling using 80mm size trap metal in 15cm layer including filling voids with crused sand/grit ramming watering etc.complete. (DSRI.No.21.40 Page No.119).
Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/granite/quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand) CD.-3 Page. No. 160( E-DSRI.No. 11.02 Page No.92)
Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt) CD 8 Page 163 (E-DSRI No. 11.28 Page No.63)
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc.complete. CD.7 Page. No. 162 (E-DSRI.No. 11.15 Page No.63)
Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant /pan mixer with fine agreegates of required specifications (VSI sand finely washed etc)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type A (13.2) mm Aggregate) (E-DSRI.No. 3.18 Page No.27) Grading-l
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and VSat attachment to the required density. By Manual Means Grading I (Using Screening Type A (13.2 mm) Aggregate) (E-DSRI.No. 3.20 Page No.27) Grading-II
Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM Surface MORTH Square
Providing and applying tack coat on the 300.00 prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry /Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) MORTH 503 Square Metre (SSRI.No.3.31)
Open Graded Premix Surfacing Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG30 bulkUSING drum mix type hot mix plant with SCADA, Paver and Vibratory roller MORTH 510 Square (DSR Item No.4.08 Page No.36)
Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials & bitumen of VG30 grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. MORTH 511 Square Metre 52 7
Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. By Mechanical Means (E-DSR Item No.2.18 Page No.14)
Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (E-DSR Item No.2.29 Page No.28)
Spreading hard murum for side width etc. complete (E-DSR Item No.2.30 Page No.28)
Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. (ssri. No. 11.27Page No. 82)
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