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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 1 9 MANTRI CHANDAK PARK MAYUR MANGAL KARYALAYAJAVAL VIJAPUR ROAD SOLAPUR | Accepted-Technical admit |
| 2 | Accepted-Technical | Accepted-Technical admit |
| 3 | Accepted-Technical | Accepted-Technical admit |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹49.0 L
EMD Value
₹49,000
Closing Date
24 Nov 2025, 5:00 pmClosed
Add CEO
ee1
Improvement To Ule to Mardi ODR-43 CH 11/00 to13/00 Tal South Solapur District - Solapur
2025_SOLAP_1249173_1
Improvement To Ule to Mardi ODR-43 CH 11/00 to13/00 Tal South Solapur District - Solapur
Open Tender
Civil Works
Percentage
180 days
solapur
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹49,000
28 Nov 2025
20 Nov 2025
25 Nov 2025
20 Nov 2025
24 Nov 2025
20 Nov 2025
Labour charges for removing grass, thorney shrubs, Jungli shrub,Kubabul and alike grass along roadside making the groundclean by showel and phavaras etc. complete S.S.R.P.NO117/21.33 As directed by Engineer in charge
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.SSR Item No. 2.18 MORTH 301
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 50m. and spreading for embankment or stacking as directed. S.S.R.P.NO.24/2.11 MORTH 301
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. S.S.R.P.NO.24/11.08 MORTH 309
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) S.S.R.P.NO.24 / 2.28 MORTH 305
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 II (Using Screening Type B (11.2 mm) Aggregate) Spec No-MORTH-404
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 30% crusher broken metal + 70% Hand broken metal (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 applying tack coat of bitumen 0f specified grade at the rate of 0.30 Kg Sqm.(on existing bitumen surface.)
Open Graded Premix Surfacing- Providing and Laying OGC 20 mmthickness composed of 13.2 mm to 5.6 mm aggregates premixed withbituminous binder transported to site with VTS , laid over a previouslyprepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tackand Seal coat. For Bitumen of specified grade--USING drum mix typehot mix plant with SCADA, Paver and Vibratory roller ( Over MPMSurface) (VG-30 bulk bitumen rates are considered to arrive at rates MORTH 510
Providing bituminous Type A liquid seal coat on bituminous surfaceincluding supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98KgSqm. by mechanical means, spreading chips and rolling, by staticroller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumenrates are considered to arrive at rates)
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.S.S.R..P.NO. 23/2.29 Spec : MORTH - 408
Spreading hard murum for side width etc. complete S.S.R.P.NO. 23/2.30 Spec : MORTH - 408
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
Test of Metal - Water Absorption
Test of Metal -Sieve Analysis
Test of Hard Murum -Sieve Analysis ( One Test for 200 Cum )
Test of Penetration, Softening Point, Flash & Fire Point, Specific Gravity
Test of carpet mix Extraction Test
Royalty Charges for Other Materials
GST Charges
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