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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAccepted-Finance | ₹25.0 L | L1 | Accepted-Finance OK |
| 2 | L2₹25.5 L+₹49,947.56 (2.00%)Accepted-Finance | ₹25.5 L+₹49,947.56 (2.00%) | L2 | Accepted-Finance OK |
| 3 | L2₹25.5 L+₹49,947.56 (2.00%)Accepted-Finance OFFICE NO 126 127 PLOT NO GP 185 186 SECOND FLOOR KOHINOOR MAJESTIC CHINCHWAD PUNE 19 PUNE MAHARASHTRA INDIAN 411019 | PUNE | MAHARASHTRA | 411019 | ₹25.5 L+₹49,947.56 (2.00%) | L2 | Accepted-Finance OK |
| 4 | Rejected-Technical | - | - | Rejected-Technical RS 500 BOND ORIGINAL COPY WITH NOTARY OR AFFIDAVIT BEFORE MAGISTRATE NOT SUBITTED |
Tender Value
₹25.0 L
EMD Value
₹24,974
Closing Date
24 Jun 2026, 5:00 pmClosed
Executive Engineer Zilla Parishad Raigad Alibag
Executive Engineer Zilla Parishad Raigad Alibag
Construction of Approach Road Sukeli Dhangarwadi to Ganpatwadi road in V.P.Ainghar Tal - Roha,Dist-Raigad
2026_RAIGA_1308965_2
ZP-RAIGAD-WORKDIV-16-2026-27
Open Tender
Civil Works
Percentage
270 days
Tal-ooha, Dist-Raigad
RZP Registration Contractor AS PER TENDER(OPEN)
12 documents required · 12 mandatory
₹590
₹24,974
1 Jul 2026
17 Jun 2026
25 Jun 2026
17 Jun 2026
24 Jun 2026
17 Jun 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 |
|---|---|---|---|---|---|
| 1 | Item No.1 :- Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. | 13.5 | Cum | 152.9 | ₹2,064.15 |
| 2 | Item No.2 :-Excavation for catch / side water gutters in Hard rock strata to the specified section including stacking the excavated stuff in a regular bund by chiselling and wedging and disposing of unsuitable or excess stuff as directed. | 6.75 | Cum | 1,560.9 | ₹10,536.08 |
| 3 | Item No. 3 :- Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) | 216 | Cum | 1,052.68 | ₹2,27,378.88 |
| 4 | Item No.4 :- Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material | 324 | Cum | 1,984.4 | ₹6,42,945.6 |
| 5 | Item No.5 :- Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. | 6.75 | Cum | 100.1 | ₹675.68 |
| 6 | Item No.6 :- Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.SSR 2022 - 2023 Item No.11.14 | 15 | Rmt | 5,271.2 | ₹79,068 |
| 7 | Item No.7 :- 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 Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type A (13.2) mm Aggregate) | 162 | Cum | 2,905.16 | ₹4,70,635.92 |
| 8 | Item No.8:- 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 Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate) | 121.5 | Cum | 2,853.96 | ₹3,46,756.14 |
| 9 | Item No 9:- Providing cast in situ / ready mix M20 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 | - | Cum | 11,023.17 | - |
| 10 | Item No.10 :- Providing and laying Cast in situ/Ready Mix cement concrete in M10 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) | 3.38 | Cum | 6,761.06 | ₹22,852.38 |
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