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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-Finance | ₹12.0 L | L1 | Accepted-Finance BIDDER BID IS L1 |
| 2 | L2₹12.5 LRejected-Finance | ₹12.5 L | L2 | Rejected-Finance BIDDER BID IS L2 |
| 3 | L3₹12.6 LRejected-Finance | ₹12.6 L | L3 | Rejected-Finance BIDDER BID IS L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical SIMILAR TYPE OF WORKDONE NOT ATTACHED |
| 5 | Rejected-Technical | - | - | Rejected-Technical WORKDONE AND STAMP NOT ATTACHED |
Tender Value
₹12.0 L
EMD Value
₹12,022
Closing Date
13 Jan 2026, 5:55 pmClosed
BLOCK DEVELOPMENT OFFICER PANCHAYAT SAMITI KHAND
BLOCK DEVELOPMENT OFFICER PANCHAYAT SAMITI KHANDALA
CONSTRUCTION OF CONCRETE ROAD FROM FALODYAN TO BABAJI KHIRSAGAR HOUSE ROAD AT SHIRWAL TAL- KHANDALA.DIST-SATARA.
2026_SATAR_1266320_1
PSK/WSDK/NAGARI/01/2025
Open Tender
Civil Works
100 days
SHIRWAL
OPEN
10 documents required · 10 mandatory
₹500
₹12,022
10 Apr 2026
6 Jan 2026
14 Jan 2026
6 Jan 2026
13 Jan 2026
6 Jan 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 Mechanical Means. Item / Page No : 11 / 23 Specification No : MORTH-301 Spec. Page No : 45-53
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller with V-Sat attachment to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from Other sources) Item / Page No : 28 / 25 Specification No : MORTH-305 Spec. Page No : 63-77
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 material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading II Using Screening type-B (11.2 milimetre Aggregate) Item / Page No : 20 / 29 Specification No : MORTH-401, 402, 404, 902, 112 Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21
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 without 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) (using ARTIFICIAL SAND). 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 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. (using ARTIFICIAL SAND). Item / Page No : 30 / 216 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.
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 hard murum / kankar at the road site, including conveying and stacking, excetra complete. Item / Page No : 29a / 25 Specification No : MORTH-408 Spec. Page No : 139-142
Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete. Item / Page No : 30 / 25 Specification No : MORTH-408 Spec. Page No : 139-142
Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune. Item / Page No : 4 / 0 .Liquid Limit and Plastic Limit for Earth Work 1 Test per 1000.00 Cubic Metre
Compaction Test (Proctor Density) for Earth Work 1 Test per 1000.00 Cubic Metre
Sieve Analysis Test for Metal below 40 milimetre 1 Test per 100.00 Cubic Metre
Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre 1 Test per Source
Flekiness Index / Elongation Index Test for Metal below 40 milimetre 1 Test per Source
Sieve Analysis Test for Hard Murrm 1 Test per 100.00 Cubic Metre
Liquid Limit and Plastic Limit for Hard Murum 1 Test per 250.00 Cubic Metre
Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Artificial Sand 1 Test per Source
Compressive Strength of Cement Concrete Cube 1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre
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