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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.7 LAccepted-Finance | L1 | Accepted-Finance Being the lowest bid | |
| 2 | L2₹50.2 L+₹49,723.14 (1.00%)Rejected-Finance NOT AVAILABLE | L2 | Rejected-Finance Not being the lowest bid | |
| 3 | L3₹50.7 L+₹99,948.53 (2.01%)Rejected-Finance AT BURSUNGE POST SHIROSHI TAL MURBAD DIST THANE 421402 | MURBAD | THANE | MAHARASHTRA | 421402 | L3 | Rejected-Finance Not being the lowest bid |
Tender Value
₹50.2 L
EMD Value
₹50,225
Closing Date
21 Aug 2026, 6:00 pmClosed
Additional Chief Executive Officer
Thane Zilla Parishad New Office, 22 No. Circle, Wagle Estate, Thane.
Improvement To Bamane Sarlambe Road, ODR 152, Taluka Shahapur, District Thane.
2026_THANE_1327927_1
NIT No. 11-EE/WD/ZPTHANE/OPEN/2026-27
Open Tender
Civil Works
Percentage
300 days
Shahapur
Please refer Tender documents.
18 documents required · 18 mandatory
₹1,180
₹50,225
30 Sept 2026
13 Aug 2026
24 Aug 2026
13 Aug 2026
21 Aug 2026
13 Aug 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 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means | 56.76 | Cmt | 262.9 | ₹14,922.2 |
| 2 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means | 71.05 | Cmt | 249.7 | ₹17,741.18 |
| 3 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm
thick including hand packing and compacting etc. complete. | 0.68 | Cmt | 2,122.92 | ₹1,443.59 |
| 4 | Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) | 35.19 | Cmt | 7,107.38 | ₹2,50,108.7 |
| 5 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter
in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. | 15 | Rmt | 5,328.4 | ₹79,926 |
| 6 | 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 | 197.46 | Cmt | 11,106.55 | ₹21,93,099.36 |
| 7 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. | 55 | Rmt | 586.3 | ₹32,246.5 |
| 8 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar
reinforcement etc. complete. | 8 | No | 1,059.3 | ₹8,474.4 |
| 9 | 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) | 19.05 | Cmt | 1,084.92 | ₹20,666.1 |
| 10 | 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. | - | Cmt | 130.9 | - |
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