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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.2 LAccepted-Finance 3 406 DATTANAGAR NEAR PANCHAYAT SAMITI DEVRUKH TAL SANGAMESHWAR DIST RATNAGIRI | DEVRUKH | RATNAGIRI | MAHARASHTRA | 415804 | ₹20.2 L | L1 | Accepted-Finance FINANCIALLY ACCEPTED |
| 2 | L2₹20.4 LAccepted-Finance MADHAVI NIWAS NARHAR VASAHAT SHIVAJINAGAR TAL DIST RATNAGIRI 415639 | RATNAGIRI | RATNAGIRI | MAHARASHTRA | 415639 | ₹20.4 L | L2 | Accepted-Finance FINANCIALLY ACCEPTED |
| 3 | L2₹20.4 LAccepted-Finance KATALWADI AT KONDGAON POST SAKHARPA TAL SANGMESHWAR DIST RATNAGIRI 415801 | RATNAGIRI | MAHARASHTRA | 415801 | ₹20.4 L | L2 | Accepted-Finance FINANCIALLY ACCEPTED |
| 4 | L3₹20.6 LAccepted-Finance 440 A GHOSALEWADI AT AMBESHET POST KARLA TAL DIST RATNAGIRI 415612 | RATNAGIRI | MAHARASHTRA | 415612 | ₹20.6 L | L3 | Accepted-Finance FINANCIALLY ACCEPTED |
| 5 | L3₹20.6 LAccepted-Finance KATALWADI AT KONDGAON POST SAKHARPA TAL SANGMESHWAR DIST RATNAGIRI 415801 | RATNAGIRI | MAHARASHTRA | 415801 | ₹20.6 L | L3 | Accepted-Finance FINANCIALLY ACCEPTED |
Tender Value
₹20.4 L
Closing Date
13 Dec 2025, 5:00 pmClosed
Executive Engineer Works Department ZP Ratnagiri
Dr.Babasaheb Ambedkar Bhavan Ground Floor Executive Engineer Works Department Ratnagiri ZP Ratnagiri.
Constructing Causeway ( Sakav ) At Dabhole Khalchi Sukamwadi Tal. Sangameshwar For Year 25-26
2025_RATNA_1256466_3
RZP/WD-Ratnagiri/E-Ten LabourCoOp Society-13/25-26
Open Tender
Civil Works - Bridges
180 days
sangameshwar
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
Exempted
14 Feb 2026
6 Dec 2025
15 Dec 2025
6 Dec 2025
13 Dec 2025
6 Dec 2025
Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any.
Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.
Excavation for foundation in hard rock by blasting including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand
Providing and laying in situ / ready mix M-20 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C.solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) and including bailling out ater and including CM 1:3 curing complete. a) Height upto 5 M. (With Concrete Mixer)
Providing and laying in situ / ready mix controlled M-25 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with Natural / VSI tandard Artificial Sand
Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand)
Providing and laying in situ / ready mix M25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (height up to 4 meter with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand)
Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.
Providing tar paper bearing including laying in proper position etc. complete.
Providing and laying cement concrete wearing coat M20 grade with batch mix type concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc complete.
Item no 13 Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete.
Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete.
Providing and fixing in position Guard Railing as per Drg. No. 15 Type C dt. 20-4-79, with 3 rows of 50mm dia. G.I. pipe 30cm a part and fixed in M.S. channels of section 125 x 65 x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x 30cm. as per detailed drawing, with 3 coats of approved yellow and black paint
Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)
A)Sand - (sieve Analysis), silt and clay content
B)Metal -(Water absorption, specific gravity, impact value, crushing valu)
C)Cement -(Std. consistency, fineness,specific gravity, setting time, compressive strength soundness
D)Concrete Cube - compressive strength of CC cube
E)Mix design m-25
F) Steel i) up to 16 mm(set of 3 bars)
ii) above 16 mm( tensile strength, elongation, yield stress, wt. per meter, bend/ rebend test, proof stress.
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