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Tender Value
₹44.0 L
EMD Value
₹45,000
Closing Date
13 Jul 2026, 6:00 pm6d left
Add.Ceo Z.P. Solapur
EE2
A) Improvements to Road from Ajanale Kolekarwasti Yedrav Pawar Ligade Jadhav Kadam Karpe Chavhan Ligadewasti Road V.R. No. 211 Ch. 0.500 to 3.000 Tal. Sagola B) Improvements to Road from S.H. 155 To (Gheradi) Devakate Khandekar Wasti Road V.R. No
2026_SOLAP_1314973_1
A) Improvements to Road from Ajanale Kolekarwasti Yedrav Pawar Ligade Jadhav Kadam Karpe Chavhan Lig
Open Tender
Civil Works
180 days
Solapur
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹45,000
6 Jul 2026
6 Jul 2026
14 Jul 2026
6 Jul 2026
13 Jul 2026
6 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. SSR.2021-22 P.No/I.No 117/21.33 Sp.NO .BDW
A)V.R. No. 211 Ch. 0.500 to 3.000 | 378 | CuM | 7 | ₹2,646 |
| 1.1 | B) V.R. No. 191 Ch.0.000 to 3.000 | 270 | CuM | 7 | ₹1,890 |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.
A)V.R. No. 211 Ch. 0.500 to 3.000 | 140.25 | sqm | 119 | ₹16,689.75 |
| 3 | 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.
A)V.R. No. 211 Ch. 0.500 to 3.000 | 8.1 | sqm | 119 | ₹963.9 |
| 3.1 | B) V.R. No. 191 Ch.0.000 to 3.000 | 12.15 | sqm | 119 | ₹1,445.85 |
| 4 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm 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
A)V.R. No. 211 Ch. 0.500 to 3.000 | 7.5 | CuM | 2,807.95 | ₹21,059.63 |
| 4.1 | B) V.R. No. 191 Ch.0.000 to 3.000 | 10 | CuM | 2,819.9 | ₹28,199 |
| 5 | 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 Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate)
A)V.R. No. 211 Ch. 0.500 to 3.000 | 448.88 | CuM | 2,564.65 | ₹11,51,220.09 |
| 5.1 | B) V.R. No. 191 Ch.0.000 to 3.000 | 576.93 | CuM | 2,564.65 | ₹14,79,623.52 |
| 6 | 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 vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)
B) V.R. No. 191 Ch.0.000 to 3.000 | 274.73 | CuM | 2,564.65 | ₹7,04,586.29 |
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