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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.8 LAccepted-AOC | ₹24.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹25.3 L+₹49,580.01 (2.00%)Rejected-Finance MAIN ROAD AMJAI VARAVADE TALUKA RADHANAGARI DISTRICT KOLHAPUR MAHARASHTRA | RADHANAGARI | KOLHAPUR | MAHARASHTRA | 416003 | ₹25.3 L+₹49,580.01 (2.00%) | L2 | Rejected-Finance L2 |
| 3 | L3₹25.5 L+₹74,370.02 (3.00%)Rejected-Finance | ₹25.5 L+₹74,370.02 (3.00%) | L3 | Rejected-Finance L3 |
Tender Value
₹24.8 L
EMD Value
₹24,790
Closing Date
13 Aug 2026, 11:00 amClosed
Executive Engineer (Works) Z P Kolhapur
Executive Engineer (Works) Z P Kolhapur
IMPROVEMENT TO ROAD M.D.R. 41 TO PADSALI PAIKI KHOPECHA DHANGARWADA and CONSTRUCTION OF C.D. WORK ON V.R. 73 KM 0/500 TO 0/800 TAL- RADHANAGARI DIST KOLHAPUR
2026_KOLHA_1322597_9
E TENDER NOTICE NO 26/2026-27
Open Tender
Civil Works
Percentage
180 days
KOLHAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹24,790
8 Sept 2026
30 Jul 2026
14 Aug 2026
30 Jul 2026
13 Aug 2026
30 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 Mechanical Means.
Item / Page No : 11 / 23
Specification No : MORTH-301
Spec. Page No : 45-53 | - | Cubic Metre | - | - |
| 2 | 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 | 1 | Cubic Metre | - | - |
| 3 | Providing dry dry/ trap/ granite/ quartzite/ gneiss rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete.
Item / Page No : 38 / 117
Specification No : Bd.A.12
Spec. Page No : 264 | - | Cubic Metre | 1 | - |
| 4 | 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 / 131
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. | - | Cubic Metre | - | - |
| 5 | Providing and laying in situ cement concrete M-20 with tremix treatment for 100 milimetre thickness for flooring with groove cutting of 4 milimetre wide 20 milimetre deep with necessary refilling with bitumen, excetra complete.
Item / Page No : 30 / 158
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. | - | Square Metre | - | - |
| 6 | 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 | - | Cubic Metre | - | - |
| 7 | 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 | - | Cubic Metre | - | - |
| 8 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in Charge
Item / Page No : 36 / 47
Specification No : MoRTH-801
Spec. Page No : ---
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. | - | Number | - | - |
| 9 | 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 Manual Means
Item / Page No : 1 / 115
Specification No : Bd.A.1
Spec. Page No : 259 | - | Cubic Metre | 1 | - |
| 10 | 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 Manual Means
Item / Page No : 5 / 115
Specification No : Bd.A.2
Spec. Page No : 259 | - | Cubic Metre | - | - |
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