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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | ₹8.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹8.0 L+₹9,614.13 (1.21%)Rejected-AOC | ₹8.0 L+₹9,614.13 (1.21%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹8.2 L+₹19,951.90 (2.51%)Rejected-AOC | ₹8.2 L+₹19,951.90 (2.51%) | L3 | Rejected-AOC Rejected |
Tender Value
Refer Docs
EMD Value
₹7,952
Closing Date
16 Jul 2026, 9:00 amClosed
Deputy Engineer
Z.P. Sub Dn. Mohol
Constrcuting W.B.M. Road to Bhau Sontakkewasti at Takali S,Tal- Mohol.
2026_SOLAP_1316904_1
PSM Tender Notice No.10/2026-2027
Open Tender
Civil Works
Percentage
180 days
V.P.AT TAKALI S
Please refer Tender documents.
3 documents required · 3 mandatory
₹200
₹7,952
24 Aug 2026
11 Jul 2026
17 Jul 2026
11 Jul 2026
16 Jul 2026
11 Jul 2026
11 Jul 2026 - 16 Jul 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 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. As directed by Engineer in charge. | - | Sqm | - | - |
| 2 | 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 of unsuitable or excess stuff as directed all sorts of soils. MORTH 309 | - | Cum | - | - |
| 3 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. CD.7 Page.No. 162 | - | Rmt | - | - |
| 4 | Providing earth work in embankment with approved materials obtained from departmental land 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 to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) MORTH 305 | 1 | Cum | - | - |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific size stowater boundmacadam specification including spreading in uniform thickness, handpacking to proper grade and camber, applying and brooming requisite type of screening /binding Materials to fillup the interstices of coarse aggregate, watering and compacting with vibratory roller to there quired density. By Mechanical Means-Grading-I (UsingScreeningTypeB (11.2mm) Aggregate | - | Cum | - | - |
| 6 | Supplying hard murum/ kankar at the quarry site, including conveying and stacking complete. Spec. No.: MORTH 408 | - | Cum | 1 | - |
| 7 | Spreading hard murum for side width complete Spec. No.: MORTH 408 | - | Cum | - | - |
| 8 | Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete | - | Sqm | - | - |
| 9 | Providing and fixing information sign board of size 1.20 x 0.90 m prepared on 18 guage M.S. Sheet with Horizontal bracing of single frame of size 25x25x5 mm including painting with one coat of zinc cromae preimer and wo coats of oil painting including two angle ion post of size50x50x5 mm of 270 m long including all taxes , conveying fixing in ground with cement concrete 1:4:8 block of 45cmx45cmx45cm size as directed by Engineer -in - charge etc complete.Spec. No. As directed by Engineer in Charge | - | No | - | - |
| 10 | Basic Test of Aggregate - Sieve Analysis | - | Test | - | - |
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