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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.9 LAdmitted-Finance SHOP NO 1 S NO 121 CTS 11483 18 VARSH BLUE BELL VAIBHAV COLONY NEAR VARAD GAPATI TEMPAL VASUNDHARA NAGAR JALNA | JALNA | JALNA | MAHARASHTRA | ₹41.9 L | L1 | Admitted-Finance |
| 2 | L2₹43.6 LAdmitted-Finance | ₹43.6 L | L2 | Admitted-Finance |
| 3 | L3₹44.5 LAdmitted-Finance JALNA | JALNA | JALNA | MAHARASHTRA | ₹44.5 L | L3 | Admitted-Finance |
Tender Value
₹42.4 L
EMD Value
₹43,000
Closing Date
28 Jan 2026, 5:00 pmClosed
EE WORKS ZP JALNA
EE WORKS ZP JALNA
ImprovementofRoadSH-214Paradh BkSa wangi A MoholaKosgaon Kotha J Kolegaon Godri Bhaydi MDR-04 ODR-173 Part-Kosgaon to Moholai Km 10/00 to 12/500 Tq Bhokardan Dist Jalna
2026_JALNA_1270570_9
ZPJ/Work D/e-Tender-08/2025-26
Open Tender
Civil Works - Roads
90 days
JALNA
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,300
₹43,000
24 Feb 2026
21 Jan 2026
30 Jan 2026
21 Jan 2026
28 Jan 2026
21 Jan 2026
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 vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate)
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.
Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) 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 picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)
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 at rates)
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)
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)
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
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 ) a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.
Providing & laying in situ 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 crushed sand .Item No.11.03
Providing cast in situ / ready mix M10 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 fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) Item No.11.28
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.Item No.11.11
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 )
BASIC TEST OF AGGREGATE Water Absorption, Specific Gravity. Impact Value Crushing Value.
Basic Test of soil and murum ( Seive Analysis )
Extraction Test ( Bitiminous Mix )
Basic Test Cement -Standard Consistancy Fineness, Specific Gravity, SettingTime ( Initial & Final ), Compressive Strength, Soundness
Compressive Strength OF C.C. Cube (Set of 3 cubes).
Add For Royalty Charges For Sand DSR- Note-3 Page No.3
Distt.Mineral Foundation Cess 10%
Add For Royalty Charges For 40 mm metal and above, Murum , Earth . Etc. DSR- Note-2 Page No.3
Add 1.00% For Labour Insurance
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