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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.4 LAccepted-Finance AT POST LOKHANDI SAWARGAON TQ AMBAJOGAI DIST BEED | BEED | MAHARASHTRA | 413207 | ₹80.4 L | L1 | Accepted-Finance L1 |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 3 | Not Admitted-Fee/PreQual/Technical MAKEGAON MAKEGAON AMBEJOGAI BEED MAHARASHTRA 413517 | AMBEJOGAI | BEED | MAHARASHTRA | 413517 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Rejected-Technical | - | - | Rejected-Technical All Necessary Doccument Not Submitted |
Tender Value
₹80.4 L
EMD Value
₹80,397
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/131/2025-26
2025_BEED_1261601_1
ZPBEED/WD2/DPDC/131/2025-26
Open Tender
Civil Works
180 days
Beed
Registration Cert., ITR, GST, PAN Card etc As per Tender Conditions
2 documents required · 2 mandatory
₹7,500
₹80,397
24 Jan 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. D.I.NO.2.09 P.NO.23
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. D.L.NO.2.18P.NO.24
Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (By/manaual Means) D1 NO.12.02 P NO.84
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. DI NO.21.40 P NO.157
Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/quartzite/gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc) DINO. 11.02 P NO.81
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1200mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. DI NO.11.13 P NO.82
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 DI NO.11.29 P NO 83
Providing and laying in situ / ready mix M-20 cement concrete of trap/granite/quartzite/gneiss metal for approach slab/Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand/VSI sand finely washed etc), cement 6.40 bags/cumt)D I NO.11.25 P NO.82
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) DI NO.14.39 P NO.96
Providing and fixing RCC 200 meter Stone in CC 1:4:8 metre stones as per IR.C. standard including fixing in standard size block including curing, painting lettering etc. complete. D.LNO.6.02P.NO.46
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 2770.86 Cum fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) D.I.NO.3.20 Ρ.ΝΟ.29
Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 100% crusher broken metal with conical crusher palnt, heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat at the rate of 0.30 Kg Sqm.on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates)D.I.NO.3.38bP.NO.33
Providing and applying tack coat on the 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) D.I.NO.3.31P.NO.30
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 but excluding prime /tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller (Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive atrates) D.I.NO.4.12P.NO.36
Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified 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. (VG-30 bulk bitumen rates are considered to arrive at rates) D.L.NO.4.01P.NO.35
Supplying hard murum/ kankar at the road site, including conveying and stacking complete c D.L.NO.2.29aP.NO.25
Spreading hard murum/ soft murrum/gravel or kankar for side width complete. D.I.NO.2.30P.NO.25
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.D.L.NO.2.31P.NO.25
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