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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-AOC TULSI ASTHA FLAT NO 1 PLOT NO 54 SECTOR 12 VASHI NAVI MUMBAI THANE 400 703 | THANE | MAHARASHTRA | 400703 | L1 | Accepted-AOC AOC | |
| 2 | L2₹21.3 L+₹58,340 (2.82%)Rejected-Finance | L2 | Rejected-Finance Not L1 | |
| 3 | L3₹21.7 L+₹97,060 (4.69%)Rejected-Finance 64 A JASRAJ MANSION 1ST FLOOR OLD HANUMAN LANE KALBADEVI ROAD MUMBAI 400 002 | MUMBAI | MAHARASHTRA | 400002 | L3 | Rejected-Finance Not L1 | |
| 4 | L4₹22.0 L+₹1.3 L (6.10%)Rejected-Finance ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | L4 | Rejected-Finance Not L1 | |
| 5 | L5₹22.1 L+₹1.4 L (6.80%)Rejected-Finance ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | L5 | Rejected-Finance Not L1 |
| Sl No | Description | Qty | Unit | RAJENDRA CONSTRUCTION L10 | RAJU ENTERPRISES L6 | Parmatma Enterprises L7 | M/s Shree Construction Co L5 | sahajanand const co. L1 | HINDUSTAN BUILDERS L4 | mp construction co L9 | M/s Mukesh Engineers L3 | archana enterprises L2 | M/s Mohd Altaf Hanif Qureshi L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Labour for cleaning /cleaning of blockage of manholes, gully traps, floor traps, vertical soils/ waste pipe of different dia and sewage lines in the area of the NAD Colony, NAD Depot area under GE (NW) Mankhurd
Note: a) The labour 03 nos (NAD Colony-02 and NAD Depot-01) will report daily at 0845 hrs on all working days including Sundays and holidays at online complaint cell centre and attend complaints till 1645 hrs given by Engr -In- Charge . Complaints needs to be cleared within 24 hrs after receiving the complaints . The contractor will deploy requisite labour and supply all T&P ( mechanical Iron rods, knot ropes , bamboo etc) scaffolding ladders any other materials required to clear the blockages at the site without any extra cost .Labour for cleaning of sludge from sewage lines (any dia) to manhole is included in quoted rates. In case any labour does not report to Engineer In Charge for the whole day or found missing more than half an hour on any day, Panel recovery @ RS.860/- per head per day shall be made proportionally from contractor's dues.
b) The above item includes conveyance cost of labour with their tools to travel from pocket to pocket to attend complaints including removal of sludge from the site outside MOD land to a distance not exc 5km (The department shall not be liable to provide any kind/form of transportation to the labour).
(c) Registers of labour attendance and complaints shall be maintained by contractor at their own cost,which shall be kept in the custody of MES Department(complaint cell) duly signed by contractor's representative ,JE(civil) and Engineer in charge. | 1,000 | Per day / Per labour | 3,000 ₹30,00,000 | 750 ₹7,50,000 | 750 ₹7,50,000 | 750 ₹7,50,000 | 300 ₹3,00,000 Lowest | 950 ₹9,50,000 | 1,000 ₹10,00,000 | 1,000 ₹10,00,000 | 770 ₹7,70,000 | 1,000 ₹10,00,000 |
| 2.00 | Opening cover of septic tank, of size 5 - 10 Sqm area dewatering and taking out night sludge etc from septic tank and removing sludge outside MD land and cleaning the septic tank as per BMC rules and placing the cover in original position all as directed.
Note: All T&P and transportation for carrying sludge including labour shall be provided by the contractor at their own cost. | 10 | Each | 3,000 ₹30,000 | 5,000 ₹50,000 | 4,000 ₹40,000 | 800 ₹8,000 | 5,000 ₹50,000 | 1,000 ₹10,000 | 500 ₹5,000 | 200 ₹2,000 Lowest | 3,000 ₹30,000 | 1,500 ₹15,000 |
| 3.00 | Cleaning manhole of size n.exc 1.50 Sqm by taking out sludge in semi liquid/solid stage (incl. all water etc) from inside of manhole of depth not exceeding 1.5 m and removing the sludge to a distance not exceeding 50m depositing in trenches including supply and sprinkling bleaching powder and covering sludge with earth to a thickness not less than 30 cm including all earth work, returning filling, removal of surplus soil & necessary temporary cleaning as directed by the Engineer-in-Charge. | 80 | Each | 1,000 ₹80,000 | 300 ₹24,000 | 1,500 ₹1,20,000 | 500 ₹40,000 | 250 ₹20,000 | 500 ₹40,000 | 300 ₹24,000 | 40 ₹3,200 Lowest | 50 ₹4,000 | 195 ₹15,600 |
| 4.00 | All as per item above here-in-before but depth exceeding 1.5m but n.exc 3m deep. | 30 | Each | 1,100 ₹33,000 | 200 ₹6,000 | 1,500 ₹45,000 | 900 ₹27,000 | 500 ₹15,000 | 700 ₹21,000 | 200 ₹6,000 | 40 ₹1,200 Lowest | 300 ₹9,000 | 295 ₹8,850 |
| 5.00 | M&L hume pipe septic tank for 10 user pipe, designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc. complete all as specified and as directed. | 3 | Each | 1,000 ₹3,000 | 900 ₹2,700 Lowest | 8,000 ₹24,000 | 1,850 ₹5,550 | 40,000 ₹1,20,000 | 1,000 ₹3,000 | 15,000 ₹45,000 | 2,000 ₹6,000 | 27,000 ₹81,000 | 20,000 ₹60,000 |
| 6.00 | M&L for filled with brick bats of 1.2m dia X1.5m effective depth for soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed
masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete all as specified and as directed | 3 | Each | 5,000 ₹15,000 | 2,500 ₹7,500 | 5,000 ₹15,000 | 3,000 ₹9,000 | 5,000 ₹15,000 | 5,000 ₹15,000 | 25,000 ₹75,000 | 2,000 ₹6,000 Lowest | 7,000 ₹21,000 | 13,600 ₹40,800 |
| 7.00 | Excavation in over areas and n exc 1.5 m in depth for foundation ,etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 in depth and getting out Hard/dense soil. | 10 | Cum | 500 ₹5,000 | 250 ₹2,500 | 300 ₹3,000 | 110 ₹1,100 Lowest | 200 ₹2,000 | 200 ₹2,000 | 200 ₹2,000 | 160 ₹1,600 | 220 ₹2,200 | 190 ₹1,900 |
| 8.00 | Returning, filling in including spreading, leveling watering and well ramming in layers not exceeding 25 centimetre in soft/loose soil complete all as specified and as directed. | 2 | Cum | 200 ₹400 | 80 ₹160 | 90 ₹180 | 50 ₹100 | 150 ₹300 | 50 ₹100 | 100 ₹200 | 20 ₹40 Lowest | 20 ₹40 Lowest | 100 ₹200 |
| 9.00 | Removing excavated surplus soil/material not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed | 8 | Cum | 600 ₹4,800 | 400 ₹3,200 | 250 ₹2,000 | 60 ₹480 | 300 ₹2,400 | 200 ₹1,600 | 100 ₹800 | 50 ₹400 Lowest | 100 ₹800 | 250 ₹2,000 |
| 10.00 | M&L Plain Cement concrete 1:3:6 type C-1, using 20 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed. | 5 | Cum | 4,500 ₹22,500 | 5,000 ₹25,000 | 3,000 ₹15,000 | 4,000 ₹20,000 | 3,000 ₹15,000 | 3,000 ₹15,000 | 2,500 ₹12,500 Lowest | 3,000 ₹15,000 | 3,000 ₹15,000 | 3,500 ₹17,500 |
Tender Value
Refer Docs
EMD Value
₹60,000
Closing Date
23 May 2026, 6:00 pmClosed
GE (NW) Mankhurd
GE (NW) Mankhurd
REPAIRS CLEANING OF SEWAGE LINE, MANHOLE, SEPTIC TANKS AT NAD UNDER GE (NW) MANKHURD.
2026_MES_762930_1
8556/E8
Open Tender
Civil Works
Item Rate
270 days
GE (NW) Mankhurd
As per Tender document
8 documents required · 8 mandatory
₹500
GE (NW) Mankhurd
₹60,000
Yes
23 Jul 2026
30 Apr 2026
25 May 2026
30 Apr 2026
23 May 2026
16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour for cleaning /cleaning of blockage of manholes, gully traps, floor traps, vertical soils/ waste pipe of different dia and sewage lines in the area of the NAD Colony, NAD Depot area under GE (NW) Mankhurd
Note: a) The labour 03 nos (NAD Colony-02 and NAD Depot-01) will report daily at 0845 hrs on all working days including Sundays and holidays at online complaint cell centre and attend complaints till 1645 hrs given by Engr -In- Charge . Complaints needs to be cleared within 24 hrs after receiving the complaints . The contractor will deploy requisite labour and supply all T&P ( mechanical Iron rods, knot ropes , bamboo etc) scaffolding ladders any other materials required to clear the blockages at the site without any extra cost .Labour for cleaning of sludge from sewage lines (any dia) to manhole is included in quoted rates. In case any labour does not report to Engineer In Charge for the whole day or found missing more than half an hour on any day, Panel recovery @ RS.860/- per head per day shall be made proportionally from contractor's dues.
b) The above item includes conveyance cost of labour with their tools to travel from pocket to pocket to attend complaints including removal of sludge from the site outside MOD land to a distance not exc 5km (The department shall not be liable to provide any kind/form of transportation to the labour).
(c) Registers of labour attendance and complaints shall be maintained by contractor at their own cost,which shall be kept in the custody of MES Department(complaint cell) duly signed by contractor's representative ,JE(civil) and Engineer in charge. | 1,000 | Per day / Per labour | - | - |
| 2 | Opening cover of septic tank, of size 5 - 10 Sqm area dewatering and taking out night sludge etc from septic tank and removing sludge outside MD land and cleaning the septic tank as per BMC rules and placing the cover in original position all as directed.
Note: All T&P and transportation for carrying sludge including labour shall be provided by the contractor at their own cost. | 10 | Each | - | - |
| 3 | Cleaning manhole of size n.exc 1.50 Sqm by taking out sludge in semi liquid/solid stage (incl. all water etc) from inside of manhole of depth not exceeding 1.5 m and removing the sludge to a distance not exceeding 50m depositing in trenches including supply and sprinkling bleaching powder and covering sludge with earth to a thickness not less than 30 cm including all earth work, returning filling, removal of surplus soil & necessary temporary cleaning as directed by the Engineer-in-Charge. | 80 | Each | - | - |
| 4 | All as per item above here-in-before but depth exceeding 1.5m but n.exc 3m deep. | 30 | Each | - | - |
| 5 | M&L hume pipe septic tank for 10 user pipe, designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc. complete all as specified and as directed. | 3 | Each | - | - |
| 6 | M&L for filled with brick bats of 1.2m dia X1.5m effective depth for soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed
masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete all as specified and as directed | 3 | Each | - | - |
| 7 | Excavation in over areas and n exc 1.5 m in depth for foundation ,etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 in depth and getting out Hard/dense soil. | 10 | Cum | - | - |
| 8 | Returning, filling in including spreading, leveling watering and well ramming in layers not exceeding 25 centimetre in soft/loose soil complete all as specified and as directed. | 2 | Cum | - | - |
| 9 | Removing excavated surplus soil/material not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed | 8 | Cum | - | - |
| 10 | M&L Plain Cement concrete 1:3:6 type C-1, using 20 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed. | 5 | Cum | - | - |
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