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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-Finance | ₹9.9 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹10.2 L+₹29,655 (3.00%)Rejected-Finance 1883 PAN BAZAR KUDAL TAL KUDAL DIST SINDHUDURG | KUDAL | SINDHUDURG | MAHARASHTRA | ₹10.2 L+₹29,655 (3.00%) | L2 | Rejected-Finance Rejected |
| 3 | L4₹10.3 L+₹39,540 (4.00%)Rejected-Finance | ₹10.3 L+₹39,540 (4.00%) | L4 | Rejected-Finance Rejected |
| 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 Not Complied with technical specification |
Tender Value
₹9.9 L
EMD Value
₹10,000
Closing Date
9 Apr 2026, 9:00 amClosed
Executive.Engineer.WD.Z.P.Sindhudurg
Executive.Engineer.WD.Z.P.Sindhudurg
Constructing Retaining wall on Kasal Hedul Khotale wayangavade golvan road ODR 40 km 0/00 to 1/00 tal malvan
2026_SINDH_1289507_3
SZP/WD/TENDER/SUBE/28/25-26
Open Tender
Civil Works
Percentage
180 days
Malvan
Only.Unemployed.Engineers
10 documents required · 10 mandatory
₹500
₹10,000
15 Sept 2026
23 Mar 2026
10 Apr 2026
23 Mar 2026
9 Apr 2026
23 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 |
|---|---|---|---|---|---|
| 11) Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means ) | |||||
| 22) Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. | |||||
| 33)Providing and laying in situ / ready mix 1:4:8 cement concrete of trap /granite /quartzite /gneiss metal for haunch filling including compacting, curing, mixing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ) | |||||
| 44) Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) | |||||
| 55) Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) | |||||
| 66)Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. | |||||
| 77)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 1.20m x 0.90m size made out 18 gauge (1.25mm) 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 etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge R A | |||||
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