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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-AOC R MU KHINDI DARWADE POST AWALI BU TAL RADHANAGARI DIST KOLHAPUR MAHARASHTRA | RADHANAGARI | KOLHAPUR | MAHARASHTRA | ₹19.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.4 LRejected-Finance SHRI BHAGWAN RAMCHANDRA PATIL R A PACHERDE TA BHUDARGAD | SATARA | MAHARASHTRA | 412206 | ₹20.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹20.6 LRejected-Finance NOT AVAILABLE | ₹20.6 L | L3 | Rejected-Finance L3 |
Tender Value
₹19.5 L
EMD Value
₹19,501
Closing Date
18 Feb 2026, 11:00 amClosed
Executive Engineer (Works) Z.P.Kolhapur
Executive Engineer (Works) Z.P.Kolhapur
Improvement to road from MDR MDR 41 to Santu Patilwadi, Nana Patilwadi, Ranewadi, to Joining ODR 56 road V.R.117 K.M.1/400 to 2/00, Tal.Radhanagari, Dist.Kolhapur
2026_KOLHA_1276785_1
E TENDER NOTICE NO 94/2025-26
Open Tender
Civil Works
180 days
KOLHAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹19,501
12 Mar 2026
11 Feb 2026
20 Feb 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
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. by mechnical means Item / Page No : 11/ 23 Specification No : MORTH-301 Spec. Page No : 45-53
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 off unsuitable or excess stuff as directed all sorts of soils. Item / Page No : 18 / 24 Specification No : MORTH-301, 309 Spec. Page No : 45-53, 85-89
Supplying trap metal of required size by bringing the boulders / rubble at the road side breaking them to required gradation including conveying the boulders / rubble and stacking the broken metal, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary the date of approval will form part of the measurements) - 60 milimetre metal, by breaking boulders. (Hand broken). Item / Page No : 54 / 346 Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge. 2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements.
Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete. Item / Page No : 29a / 24 Specification No : MORTH-408 Spec. Page No : 139-142
Spreading 60 mm metal for road work including sectionong, excetra complete as directed by Engineer in charge. Item / Page No : 58A / 250 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete. Item / Page No : 30 / 24 Specification No : MORTH-408 Spec. Page No : 139-142
Compacting the sub grade/gravel/oversize metal (200 milimetre loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. Item / Page No : 59 / 250 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
Supplying trap metal of required size by bringing the boulders / rubble at the road side breaking them to required gradation including conveying the boulders / rubble and stacking the broken metal, excetra complete. (Prior approval of sample stack of broken metal by the Executive Engineer is necessary the date of approval will form part of the measurements) - 40 milimetre metal, by breaking boulders. (Hand broken). Item / Page No : 57 / 346 Additional Specifications : 1. Work shall be carried out as per the instructions of Engineer In-Charge. 2. Prior approval of sample stack of broken metal by the Executive Engineer is necessary. The date of approval will form part of the measurements.
Supplying soft murum at the road site, including conveying and stacking, excetra complete. Item / Page No : 29b / 24 Specification No : MORTH-408 Spec. Page No : 139-142
Spreading 80 milimetre / 40 milimetre metal for road work including sectionong, excetra complete as directed by Engineer in charge. Item / Page No : 58 / 250 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete. Item / Page No : 30 / 24 Specification No : MORTH-408 Spec. Page No : 139-142
Compacting the sub grade / gravel / size metal (100 milimetre loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. Item / Page No : 61 / 250 Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of of specified grade at the rate of 2 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. (Using VG-30 bulk bitumen) Item / Page No : 35a / 31 Specification No : IRC-SP-20 Spec. Page No : 215
Providing and constructing 75 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of of specified grade at the rate of 2 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including applying tack coat of specified grade bitumen at the rate of 0.30 kilogram per square metre on existing bitumen surface (Using VG -30 Bulk bitumen) Item / Page No : 36a / 31 Specification No : IRC-SP-20 Spec. Page No : 215
Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction, excluding prime / tack coat and seal coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant with Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface) Item / Page No : 12 / 33 Specification No : MORTH-501, 510, 511, 902, 903, 112 Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21
Compacting the hard murum / Kankar (Upto 200 milimetre loose) with power roller including artificial watering, excetra complete. Item / Page No : 26aiii/130 Specification No : MORTH-408 Spec. Page No : 139-142
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 Milimetre thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 Milimetre is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications. Item / Page No : 12a / 48 Specification No :MORTH 803.4 Spec. Page No :
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 Milimetre made out of 1.50 Milimetre aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25Milimetre x 25Milimetre x 3Milimetre, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 Milimetre X 65 Milimetre X 6 Milimetre, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. Item / Page No : 29a / 54 Specification No :MORTH 801 Spec. Page No :
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 Milimetre, 100 Milimetre and 102 +/- 2 Milimetre and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 Milimetre and height not less than 30+/- 2 Milimetre) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recoMilimetreendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Item / Page No : 09 / 47 Specification No :MORTH 804 Spec. Page No : MORTH 806
Add insurance1.00 % Non-Dsr Item Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
Add G.S.T. 18% Non-Dsr Item Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
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