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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹100.0 LAccepted-Finance | ₹100.0 L | L1 | Accepted-Finance OK |
Tender Value
₹100.0 L
EMD Value
₹99,987
Closing Date
6 Apr 2026, 5:00 pmClosed
Executive Engineer Zilla Parishad Raigad Alibag
Kuntebagh Raigad Zilla Parishad Alibag
Construction of Road SH 54 to Waje Cherawali Wajapur road to Wajapur Pimpalwadi road,VR 114 Ch.00 to 5500
2026_RAIGA_1291186_1
ZP-RAIGAD-WORKDIV-205-2025-26
Open Tender
Civil Works
180 days
Raiguad
RZP Registration Contractor AS PER TENDER(OPEN)
11 documents required · 11 mandatory
₹1,180
₹99,987
20 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 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 | Item Code |
|---|---|---|---|---|---|---|
Item No. 1:- Construction of granular sub-base by providing close gradedMaterial, mixing in a mechanicalmixplant at OMC, carriage of mixed Material toworksite, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratoryroller toachieve the desired density, completeasperclause401--PlantMix Method and Grading - II Material | - | Cmt | - | - | BI01010001010000000000000515BI0100001113 | |
Item No.2- Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | - | Cmt | - | - | BI01010001010000000000000515BI0100001114 | |
Item No 3 :- Spreading hard murum for side width etc. complete | - | cmt | - | - | BI01010001010000000000000515BI0100001115 | |
Item No. 4 :- Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material | - | Cmt | - | - | BI01010001010000000000000515BI0100001116 | |
Item No 5 :- Providing and laying in situ cement concrete M-30 with tremix treatment for 200mm thickness for Concrete Road is including laying plastic sheet for 125micron thickness with groove cutting of 4mm wide and 20 mm deep with necessary refilling with bitumen (excluding reinforcement) with coarse and fine aggregate(naturalsand/VSIgradefinely washed crushed sand) etc.complete with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batchmixplant (Panmixer)etc | - | Cmt | - | - | BI01010001010000000000000515BI0100001117 | |
Item No 6:- Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. | - | Cmt | - | - | BI01010001010000000000000515BI0100001118 | |
Item No 7:- 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 | - | Nos | - | - | BI01010001010000000000000515BI0100001119 | |
Item No.8:- Quality Control Testing Rate For G.S.B. | - | Nos | - | - | BI01010001010000000000000515BI0100001120 | |
Item No.9:- Quality Control Testing Rate For Concrete Mix Design | - | Nos | - | - | BI01010001010000000000000515BI0100001121 | |
Item No 10 :-Quality Control Testing Rate For Concrete M-30 | - | Nos | - | - | BI01010001010000000000000515BI0100001122 |
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