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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-AOC 301 CHAMUNDA ENCLAVE PLOT NO 89 AIROLI SECTOR 8A NAVI MUMBAI 400 708 | THANE | MAHARASHTRA | 400708 | ₹47.2 L Quoted ₹47.3 L | L1 | Accepted-AOC Being lowest bidder |
| 2 | L2₹47.4 L+₹8,144.10 (0.17%)Rejected-Finance | ₹47.4 L+₹8,144.10 (0.17%) | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹48.0 L+₹68,642.10 (1.45%)Rejected-Finance 300 STREET NO 10 PREM BASTI SANGRUR PB PUNJAB 148001 | SANGRUR | SANGRUR | PUNJAB | 148001 | ₹48.0 L+₹68,642.10 (1.45%) | L3 | Rejected-Finance Other than lowest bidder |
| 4 | L4₹52.2 L+₹4.9 L (10.5%)Rejected-Finance 64 A JASRAJ MANSION 1ST FLOOR OLD HANUMAN LANE KALBADEVI ROAD MUMBAI 400 002 | MUMBAI | MAHARASHTRA | 400002 | ₹52.2 L+₹4.9 L (10.5%) | L4 | Rejected-Finance Other than lowest bidder |
| 5 | L5₹59.4 L+₹12.2 L (25.7%)Rejected-Finance 18TH FLOOR FL NO 1801 PANCHASHEEL HEIGHT MAHAVEER NAGAR KANDIVALI WEST MUMBAI 400067 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400067 | ₹59.4 L+₹12.2 L (25.7%) | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | Shetty Construction Co L2 | Shree Ayyappa Engineering L6 | KAJAL CONSTRUCTION L5 | KRISHNA ENGINEERS L3 | M/s Mukesh Engineers L4 | S K ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for de-watering and taking out sludge / algae / vegitation from SWTs of any size and removing sludge and cleaning the SWTs ,complete all as specified & as directed by Engr-in-Charge. | 5 | Each Job | 3,000 ₹15,000 Lowest | 4,500 ₹22,500 | 5,000 ₹25,000 | 4,000 ₹20,000 | 6,000 ₹30,000 | 5,004 ₹25,020 |
| 2.00 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) floors, aprons etc ,complete all as specified & as directed by Engr-in-Charge. | 86.3 | Cum | 50 ₹4,315 Lowest | 350 ₹30,205 | 901 ₹77,756.3 | 200 ₹17,260 | 100 ₹8,630 | 900 ₹77,670 |
| 3.00 | M&L for opening out cracks, making V grooves, removing the loose material and Filling with Dr Fixit Crack -X shrink free ,complete all as specified & as directed by Engr-in-Charge. | 60 | RM | 300 ₹18,000 | 200 ₹12,000 | 65 ₹3,900 | 150 ₹9,000 | 400 ₹24,000 | 63 ₹3,780 Lowest |
| 4.00 | M&L for concrete surface is thoroughly cleaned once again using wire brush and after that applying One liberal coat of Make Fosroc Nitobond EP / or equivalent- two component Epoxy bonding agent shall be brush applied to the parent concrete ,complete all as specified & as directed by Engr-in-Charge. | 863 | Sqm | 150 ₹1,29,450 | 300 ₹2,58,900 | 200 ₹1,72,600 | 140 ₹1,20,820 Lowest | 200 ₹1,72,600 | 180 ₹1,55,340 |
| 5.00 | M&L for nominal mix PCC 1:2:4 using 40mm graded stone aggregate as in flooring or mass concreting, complete all as specified and as directed by Engr-in-charge. | 86.3 | Cum | 5,000 ₹4,31,500 Lowest | 6,500 ₹5,60,950 | 7,500 ₹6,47,250 | 5,000 ₹4,31,500 Lowest | 5,500 ₹4,74,650 | 6,003 ₹5,18,058.9 |
| 6.00 | M&L for providing and applying of Dr Fixit / Fosroc / Equivalent exterior acrylic polyurethene elastomeric coating in 2 coats complete all as specified.
(a) Apply initial layer of polyurethene elastomeric coating over cement slurry over concrete work
(b) After 1 Hrs of drying of initial layer apply 2nd layer of polyurethene elastomeric coating in perpendiculer direction to 1st coat.
(c) After that sprinkling the quartz sand over the coating for better adhesion of the next layer of protective screed..
Note : (a) Recommend Coverage rate is approximately 1.1 kg./m2/coat for 1 mm. (Minimum 2 coat.).
(b) Allow the slurry to cure for at least 15-30 min. before applying second coat. Do not leave the first coat to dry longer than 8 hours. | 863 | Sqm | 150 ₹1,29,450 | 400 ₹3,45,200 | 755 ₹6,51,565 | 130 ₹1,12,190 Lowest | 300 ₹2,58,900 | 504 ₹4,34,952 |
| 7.00 | M&L for Screed bed 15mm thick in CM (1:4) on fair faces of brickwork or concrete surfaces or for protection of PU coating, finished even and smooth (without using extra cement) complete all as specified and directed. | 863 | Sqm | 490 ₹4,22,870 | 600 ₹5,17,800 | 270 ₹2,33,010 | 300 ₹2,58,900 | 550 ₹4,74,650 | 225 ₹1,94,175 Lowest |
| 8.00 | M&L for water proofing treatment on wall / concrete surface and applying 2 coats of Dr Fixit Rain coat exterior acrylic elastomeric coating ,complete all as specified & as directed. (Note:- seepage/dampness portion of bldgs only considered for measurement) | 863 | Sqm | 440 ₹3,79,720 | 550 ₹4,74,650 | 180 ₹1,55,340 Lowest | 390 ₹3,36,570 | 400 ₹3,45,200 | 180 ₹1,55,340 Lowest |
| 9.00 | M&L for Providing, cement concrete type C1 1:3:6 (using 20mm graded stone aggregate) in plinth courses, string courses, lacing courses, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angle,complete all as specified & as directed | 2.3 | Cum | 4,200 ₹9,660 Lowest | 5,000 ₹11,500 | 10,000 ₹23,000 | 4,400 ₹10,120 | 4,500 ₹10,350 | 9,000 ₹20,700 |
| 10.00 | Site clearance in any type of soil ,complete all as specified and as directed by Engr-in-charge. | 1,260 | Sqm | 10 ₹12,600 Lowest | 40 ₹50,400 | 27 ₹34,020 | 40 ₹50,400 | 200 ₹2,52,000 | 18 ₹22,680 |
Tender Value
₹44.7 L
EMD Value
₹89,470
Closing Date
6 Jul 2026, 6:00 pmClosed
Kiran Gajrani, IDSE
Commander Works Engineers (AF), Lohegaon, Pune-411032
SPL REPAIR TO SWT AT SITE P AFS UNDER GE AF THANE
2026_MES_772631_1
82750/E8
Open Tender
Civil Works
Item Rate
270 days
GE AF Thane
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE AF Thane
₹89,470
Yes
28 Aug 2026
16 Jun 2026
13 Jul 2026
16 Jun 2026
6 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for de-watering and taking out sludge / algae / vegitation from SWTs of any size and removing sludge and cleaning the SWTs ,complete all as specified & as directed by Engr-in-Charge. | 5 | Each Job | - | - |
| 2 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) floors, aprons etc ,complete all as specified & as directed by Engr-in-Charge. | 86.3 | Cum | - | - |
| 3 | M&L for opening out cracks, making V grooves, removing the loose material and Filling with Dr Fixit Crack -X shrink free ,complete all as specified & as directed by Engr-in-Charge. | 60 | RM | - | - |
| 4 | M&L for concrete surface is thoroughly cleaned once again using wire brush and after that applying One liberal coat of Make Fosroc Nitobond EP / or equivalent- two component Epoxy bonding agent shall be brush applied to the parent concrete ,complete all as specified & as directed by Engr-in-Charge. | 863 | Sqm | - | - |
| 5 | M&L for nominal mix PCC 1:2:4 using 40mm graded stone aggregate as in flooring or mass concreting, complete all as specified and as directed by Engr-in-charge. | 86.3 | Cum | - | - |
| 6 | M&L for providing and applying of Dr Fixit / Fosroc / Equivalent exterior acrylic polyurethene elastomeric coating in 2 coats complete all as specified.
(a) Apply initial layer of polyurethene elastomeric coating over cement slurry over concrete work
(b) After 1 Hrs of drying of initial layer apply 2nd layer of polyurethene elastomeric coating in perpendiculer direction to 1st coat.
(c) After that sprinkling the quartz sand over the coating for better adhesion of the next layer of protective screed..
Note : (a) Recommend Coverage rate is approximately 1.1 kg./m2/coat for 1 mm. (Minimum 2 coat.).
(b) Allow the slurry to cure for at least 15-30 min. before applying second coat. Do not leave the first coat to dry longer than 8 hours. | 863 | Sqm | - | - |
| 7 | M&L for Screed bed 15mm thick in CM (1:4) on fair faces of brickwork or concrete surfaces or for protection of PU coating, finished even and smooth (without using extra cement) complete all as specified and directed. | 863 | Sqm | - | - |
| 8 | M&L for water proofing treatment on wall / concrete surface and applying 2 coats of Dr Fixit Rain coat exterior acrylic elastomeric coating ,complete all as specified & as directed. (Note:- seepage/dampness portion of bldgs only considered for measurement) | 863 | Sqm | - | - |
| 9 | M&L for Providing, cement concrete type C1 1:3:6 (using 20mm graded stone aggregate) in plinth courses, string courses, lacing courses, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angle,complete all as specified & as directed | 2.3 | Cum | - | - |
| 10 | Site clearance in any type of soil ,complete all as specified and as directed by Engr-in-charge. | 1,260 | Sqm | - | - |
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