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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-Finance AT POST TOKAVADE TAL MURBAD DIST THANE | TOKAVADE | THANE | MAHARASHTRA | ₹15.4 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹15.6 LRejected-Finance | ₹15.6 L | L2 | Rejected-Finance Highest |
| 3 | L3₹15.8 LRejected-Finance 108 AT VIDHE POST TULAI BEHIND SAI KIRANA MART MURBAD THANE 421401 | MURBAD | THANE | MAHARASHTRA | 421401 | ₹15.8 L | L3 | Rejected-Finance Highest |
| 4 | L4₹15.8 LRejected-Finance | ₹15.8 L | L4 | Rejected-Finance Highest |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Admeeted |
Tender Value
₹18.2 L
EMD Value
₹18,300
Closing Date
30 Dec 2025, 6:00 pmClosed
CEO Office Z P Thane
CEO Office Z P Thane
Renovation of Well at Dangurale Tal. Murbad Dist. Thane
2025_THANE_1262270_1
E-TENDER NOTICE NO 08/EE/RWSD/ZPTHANE/25-26/OPEN
Open Tender
Civil Works
90 days
Murbad
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹18,300
28 Apr 2026
22 Dec 2025
31 Dec 2025
22 Dec 2025
30 Dec 2025
22 Dec 2025
Dismentling the existing structure/ Removing lime or lean cement concrete including stacking the spoils as directed with alll eads, liftsetc, complete.
Excavation for foundation in earth soil of all types, sand, gravel & soft murum including removing the excavated material upto a distance of 50 m & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation & excluding the backfilling etc complete. a) Lift 0 to 1.50 M.
Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 m & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation & excluding the backfilling etc complete. a) Lift 1.50 to 3.00 M
Excavation for foundation in hard murum with boulders including removing the excavated material upto a distance of 50 m & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation & excluding the backfilling etc complete. a) Lift 3.00 to 4.50 M
b) Lift 4.50 to 6.00 M
Excavation for foundation in hard rock by controlled blasting, including trimming & leveling the bed by chiselling where necessary & removing the excavated material & stacking it in measurable heaps within a distance of 50 m from the area & lifts as below, normal dewatering, excluding the backfilling etc complete. a) Lift 4.50 to 6.00 M
b) Lift 6.00 to 7.50 M
c) Lift 7.50 to 9.00 M
d) Lift 9.00 to 10.00 M
e) Lift 10.50 to 12.00 M
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.
Providing and casting in situ C.C. M 250 of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finsh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted excluding M.S, or Tor reinforcement) For RCC M-250 grade for beams / lintels
Providing and casting in situ C.C. M 250 of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finsh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted excluding M.S, or Tor reinforcement) For RCC M-250 grade for Vertical wall
Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) Tor Steel
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. By using 3 to 9 HP Pump
Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts. For Weap holes
Providing soak pit of size 120 cm x 120 cm x 120 cm including excavated &filling with bricks bats ,char coalas per direction etc complete. Soak pit
Providing & fixing 90 cm x 60 cm Granite plate engreving 10 cm. height letter, figures including painting the letters/ figures with approved colours and shades etc complete.
Refilling the trenches from excavated stuff with soft material in 15 cm layers with all leads & lifts including consolidation surcharging … etc complete.
विंधणकाम (वाहतुकईसह.) (माती/मुरुमाच्या भूस्तरात 150 मी.मी. व्यासाची रिमिंग विंधणकाम व पक्क्या पाषाणात 115 मी.मी. व्यासाच्या विंधणकामाचा (वेट ड्रिलींग) यात समावेश आहे).
विहीरीमध्ये बेंचर उतरविणे व परत बाहेर काढणे तसेच विंधण कामाचे वेळचे कटींग मटेरियल विहीरीबाहेर काढण्याची मजूरी.
बेंचर आणि इतर साहित्य खाली उतरविणे आणि विंधण काम पूर्ण झाल्यानंतर पुन्हा यंत्रावर चढविणे. तसेच अपारंपारिक योजनेच्या विंधणकामाकरीता स्थळाची विंधन कामाच्या दृष्टीने अनुकुलता करणे (site preparetion) आणि बेंचर प्रत्येक विंधण विहीरी स्थळी हलविणे साठीची मजूरी.
Water sample testing charges as directed … etc complete.
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