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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-AOC NOT AVAILABLE | SHAHDARA | DELHI | 110031 | ₹24.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹25.4 L+₹1.2 L (5.00%)Rejected-Finance | ₹25.4 L+₹1.2 L (5.00%) | L2 | Rejected-Finance L2 |
| 3 | L3₹25.4 L+₹1.2 L (5.00%)Rejected-Finance FLAT NO 09 HOUSE NO 3230 CHURCH ROAD GADHINGLAJ TAL GADHINGLAJ DIST KOLHAPUR MAHARASHTRA 416502 | GADHINGLAJ | KOLHAPUR | MAHARASHTRA | 416502 | ₹25.4 L+₹1.2 L (5.00%) | L3 | Rejected-Finance L3 |
Tender Value
₹24.2 L
EMD Value
₹24,167
Closing Date
27 Mar 2026, 11:00 amClosed
Executive Engineer (Works) Z.P.Kolhapur
Executive Engineer (Works) Z.P.Kolhapur
PROPOSED DEVLOPMENT AND BEAUTIFICATION AT SURANGI PREMISES TAL RADHANAGRI DIST-KOLHPAUR
2026_KOLHA_1288589_7
E TENDER NOTICE NO 109/2025-26
Open Tender
Civil Works
Percentage
180 days
KOLHAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹24,167
3 Aug 2026
20 Mar 2026
30 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 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 |
|---|---|---|---|---|---|
| 1Excavation 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 / 115 Specification No : Bd.A.1 Spec. Page No : 259 | |||||
| 2 | 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 Mechanical Means
Item / Page No : 6 / 115
Specification No : Bd.A.2
Spec. Page No : 259 | 1 | Cubic Metre | - | - |
| 3 | Excavation for foundation in hard murum and boulders including removing the excavated materials 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 the strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means
Item / Page No : 10 / 115
Specification No : Bd.A.3
Spec. Page No : 259 | 1 | Cubic Metre | 1 | ₹1 |
| 4Excavation for foundation in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking as directed including dewatering, preparing the bed for the foundation and necessary back filling, with available earth, murum, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means Item / Page No : 14 / 116 Specification No : Bd.A.4 Spec. Page No : 259 | |||||
| 5 | 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. | 1 | Cubic Metre | 1 | ₹1 |
| 6 | Providing laterite stone masonry in cement mortar 1:6 in foundation and plinth including racking out joints when plastering is to be done / striking joints when no plastering is to be done, watering and scaffolding. (Rate approved by S.E. P.W. Circle, Ratnagiri Vide Letter No 3893 dated 18/10/2021)
Item / Page No : 5-New / 0
Specification No : Bd.H.18
Spec. Page No : 300 | 1 | Cubic Metre | 1 | ₹1 |
| 7 | Providing laterite stone masonry in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done / striking joints when no plastering is to be done, watering and scaffolding. (Rate approved by S.E. P.W. Circle, Ratnagiri Vide Letter No 3893 dated 18/10/2021)
Item / Page No : 6-New / 0
Specification No : Bd.H.18
Spec. Page No : 300 | - | Cubic Metre | 1 | - |
| 8 | Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete.
Item / Page No : 36 / 117
Specification No : Bd.A.10
Spec. Page No : 262 - 263 | 1 | Cubic Metre | - | - |
| 9Filling in plinth and floors with contractors material / brought from outside and approved by Engineer In-Charge, in 15 centimetre to 20 centimetre layers including watering and compaction, excetra complete. Item / Page No : 37 / 117 Specification No : Bd.A.11 Spec. Page No : 263 - 264 | |||||
| 10Providing and laying weep holes of 100 milimetre diameter asbestos cement / polyvinyl chloride pipes as per drawing for abutment, returns, return walls, excetra complete. Item / Page No : 37 / 99 Specification No : MORTH 2705, 2706 Spec. Page No : --- Additional Specifications : The work shall be done as per instructions of Engineer in charge. | |||||
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