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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.9 LAccepted-AOC | ₹48.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹49.3 LRejected-Finance | ₹49.3 L | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical MANGALWAR PETH MALKAPUR DIST KOLHAPUR | KOLHAPUR | MAHARASHTRA | 415101 | - | - | 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 Others-Withdrawal of Bid |
Tender Value
₹48.9 L
EMD Value
₹48,860
Closing Date
17 Mar 2026, 11:00 amClosed
Executive Engineer (Works) Z.P.Kolhapur
Executive Engineer (Works) Z.P.Kolhapur
Improvement to road Kekatwadi Varewadi Kumbharwadi Kelewadi Gamewadi Mandaliwadi Karapewadi Ambewadi jadhavwadi dhangarwadi pandhrepani road ODR 13 Tal.Shahuwadi, Dsit.Kolhapur km 17/000 to 19/000
2026_KOLHA_1285290_1
E TENDER NOTICE NO 103/2025-26
Open Tender
Civil Works
180 days
KOLHAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,000
₹48,860
3 May 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (Lift upto 1.5 metre) By Mechanical Means Item / Page No : 2 / 153 Specification No : Bd.A.1 Spec. Page No : 259
Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Mechabnical Means Item / Page No : 6 / 153 Specification No : Bd.A.2 Spec. Page No : 259
Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand / grit, ramming, watering, excetra complete. Item / Page No : 40 / 118 Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge.
Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra) Item / Page No : 1 / 175 Specification No : Bd.E.1 Spec. Page No : 287 - 288 Additional Specifications : 1. With additional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
Providing cast in situ / ready mix M-20 grade cement concrete for head walls of cross drainage work / retaining walls excetra including necessary form work, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Supervisory Control and Data Aquisition Item / Page No : 29 / 83 Specification No : CD.8 Spec. Page No : 163-164 Additional Specifications : 1. With addtional specifications for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-2 of 900 milimetre diameter in proper line, level and slope excetra complete. Item / Page No : 11 / 81 Specification No : CD.7 Spec. Page No : 162
Labour rate for supplying hard murum obtained from excavated stuff. For stacking the usable material Item / Page No : 29a / 25 CD.14 Page.No. 167
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
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. Item / Page No : 20 / 24 Specification No : MORTH-301, 309 Spec. Page No : 45-53, 85-89
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. Item / Page No : 11 / 23 Specification No : MORTH-301, 309 Spec. Page No : 45-53, 85-89
Excavation for roadway in hard murum and boulder 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. Item / Page No : 13 24 Specification No : MORTH-301, 309 Spec. Page No : 45-53, 85-89
Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller. Item / Page No : 24/24 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 rubble obtained by blasting. (Hand broken). Item / Page No : 54A / 250 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 rubble obtained by blasting. (Hand broken). Item / Page No : 55 / 250 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 50 Milimetre. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40Milimetre. 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 12Milimetre.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) Item / Page No : 37a / 32 Specification No : IRC-SP-20 Spec. Page No : 215
Providing 20 milimetre thick premix bituminous carpet including supplying all materials, preparing and cleaning the base, heating bitumen, applying tack coat at specified rate, mixing hot bitumen and chips, laying the carpet layer and compacting, excetra complete. By bulk asphalt.. (Excluding Tack Coat) (Cold Mix with prior approval) (Basic Carpet Rate approved by S.E. P.W. Circle, Ratnagiri Vide Letter No 3828 dated 23/09/2022) Item / Page No : 7-New / 0 Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.
Providing bituminous type-A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade, preparing existing road surface, heating and applying bitumen at the rate of 0.98 kilogram per square metre by mechanical means, spreading chips and rolling by static roller having weight 8 to 10 metric tonne, excetra complete. Item / Page No : 1 / 32 Specification No : MORTH-511 Spec. Page No : 149-162, 205-207, 198-205, 417-421, 19-21
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-2 of 600 milimetre diameter in proper line, level and slope excetra complete. Item / Page No : 09 / 81 Specification No : CD.7 Spec. Page No : 162
Labour rate for supplying hard murum obtained from excavated stuff. For stacking the usable material Item / Page No : 29a / 25 CD.14 Page.No. 167
Labour rate for supplying soft murum obtained from excavated stuff. For stacking the usable material Item / Page No : 29b / 25 CD.14 Page.No. 167
Providing and fixing Road junction / Information sign board of size 0.90 metre X 0.60 metre prepared on 16 gauge mild steel sheet with angle iron frame of size 35 milimetre X 35 milimetre X 5 milimetre including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro-reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100 percent reflection including two angle iron post of size 50 milimetre X 50 milimetre X 5 milimetre of 3.65 metre long inflated at bottom drilled on top and painted in white and black bands of 30 centimetre. with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 centimetre X 60 centimetre X 75 centimetre size as directed by Engineer-in-charge, excetra complete. Mild Steel Board with Engineering Grade. Item / Page No : 47 / 64 Specification No : MoRTH-801 Spec. Page No : --- Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
Add insurance 1.00 % 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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