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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.4 LAccepted-AOC PART III GANESH MURTHI NAGAR CAPT PRAKASH PETHE MARG CUFF PARADE ROAD COLABA MUMBAI 400 005 | MUMBAI | MAHARASHTRA | 400005 | L1 | Accepted-AOC Being L1 bidder | |
| 2 | L2₹45.8 L+₹35,326.12 (0.78%)Rejected-AOC H NO 18 7 599 32 A VIVEKANANDA NAGAR CHATRINAKA HYDERABAD 500 053 | HYDERABAD | HYDERABAD | TELANGANA | 500053 | L2 | Rejected-AOC Not being L1 bidder | |
| 3 | L3₹46.6 L+₹1.2 L (2.68%)Rejected-AOC | L3 | Rejected-AOC Not being L1 bidder | |
| 4 | L4₹47.0 L+₹1.6 L (3.47%)Rejected-AOC | L4 | Rejected-AOC Not being L1 bidder | |
| 5 | L5₹47.7 L+₹2.3 L (4.98%)Rejected-AOC | L5 | Rejected-AOC Not being L1 bidder |
| Sl No | Description | Qty | Unit | JAYAM BUILD CONSTRUCTIONS L6 | M/s cogent constructions L2 | SREE KIRAN ENGINEERS L3 | P LAXMI AND CO. L1 | DHANA CONSTRUCTIONS L5 | SATGURU ENTERPRISE L7 | M/S K Rama Rao L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Maintenance of sewage system SGSW/PVC/RCC pipe including Nahani / floor traps, Soil/waste pipe running on external wall of building and in trenches with fittings like bends, junctions, etc. gully traps, manholes of all description and sewage lines of all sizes up to soak well of sewage system including dewatering of soak wells complete in perfect running/flowing order without destruction by removing all blockage in the system including de-watering from soakage well by pumping out as directed as and when required including PCC/Brick drain in running condition by removing all surplus spoil in Md, OTM and Tech Accn in MH/MD areas, complete all as specified and directed.
Notes :- (i) Contractor shall deploy minimum 2 safaiwalas solely for the maintenance of sewage system against this item. These safaiwalas shall not be deployed for any works other than the scope catered for in this item and will report to the respective complaint cell and will be issued daily complaint slips by the JE i/c. For the work catered against other items of this Schedule, the contractor shall deploy separate safaiwala in addition to the safaiwala deployed against this item.
(ii) The shift time will be decided by JE/Engr-in-Charge and can be changed at any time as per requirement. However the timings for the day shift of 8 hours shall be from 0830 Hrs to 1730 Hrs with a lunch break from 1300 hrs to 1400 hrs with weekly holiday on sunday.
(iii) The rate quoted is deemed to be inclusive of the cost of T&P for maint / cleaning work.
(iv) Penal recovery for absence of workers / technical supervisor on any day lesser than the specified minimum strength shall be as under:-
(a) Safaiwala - Rs. 2300.00 Per day per person
(v) Solid waste / sludge / silt deposited in the manholes which can not be removed by rodding, shall be ordered under respective item of this schedule and paid accordingly. | 572 | Per day per person | 1,750 ₹10,01,000 | 1,250 ₹7,15,000 | 1,035 ₹5,92,020 | 1,030 ₹5,89,160 | 1,000 ₹5,72,000 Lowest | 1,200 ₹6,86,400 | 1,030 ₹5,89,160 |
| 2.00 | Cleaning of septic tanks completely by empting the liquid / semi solid foul contents mechanically or manually as specified completely, cleaning inlets and outlets etc. including disposal of soil sludge outside MD land complete all as specified and as directed. | 1,500 | Cum | 259 ₹3,88,500 | 450 ₹6,75,000 | 180 ₹2,70,000 Lowest | 400 ₹6,00,000 | 250 ₹3,75,000 | 200 ₹3,00,000 | 390 ₹5,85,000 |
| 3.00 | Thorough cleaning of sewage manholes / inspection chambers of any size and depth up to 1.2m from GL. The work involves: (a) Opening of manhole covers and providing adequate ventilation to ensure the escape of toxic gases (H2S, Methane). (b) Manual or mechanical removal of accumulated sludge, silt, grit, solid waste, and any other obstructions from the floor, benching, and channel of the manhole. (c) Scrubbing of internal walls and benching to remove fungal growth/algae. (d) Immediate removal and carting away of the extracted sludge from the premises in sealed containers to the outside of MD land complete all as specified and directed. | 800 | Per MH | 179 ₹1,43,200 | 100 ₹80,000 | 243 ₹1,94,400 | 400 ₹3,20,000 | 80 ₹64,000 Lowest | 400 ₹3,20,000 | 260 ₹2,08,000 |
| 4.00 | Thorough cleaning of sewage manholes / inspection chambers of any size and depth more than 1.2m from GL. The work involves: (a) Opening of manhole covers and providing adequate ventilation to ensure the escape of toxic gases (H2S, Methane). (b) Manual or mechanical removal of accumulated sludge, silt, grit, solid waste, and any other obstructions from the floor, benching, and channel of the manhole. (c) Scrubbing of internal walls and benching to remove fungal growth/algae. (d) Immediate removal and carting away of the extracted sludge from the premises in sealed containers to the outside of MD land complete all as specified and directed. | 300 | Per MH | 199 ₹59,700 | 100 ₹30,000 | 243 ₹72,900 | 400 ₹1,20,000 | 80 ₹24,000 Lowest | 500 ₹1,50,000 | 260 ₹78,000 |
| 5.00 | Systematic clearing of accumulated solid waste, silt, grit, and sludge from internal / external sewage pipelines of diameters up to 300mm. The process includes: (a) Use of high-pressure hydro-jetting machine with specialized nozzles to break down hardened silt and flush it towards the downstream manhole. (b) Where mechanical jetting is restricted, use of flexible sewer rods with appropriate attachments (cutters/scrapers) to dislodge blockages. (c) Continuous flushing with water to ensure all dislodged debris is captured at the manhole and removed manually. (d) Verification of the "clear bore" by performing a ball test or a flow-gradient test between two consecutive manholes. Work includes the disposal of all extracted waste in sealed containers to the outside of MD land complete all as specified and directed. | 4,000 | RM | 48 ₹1,92,000 | 85 ₹3,40,000 | 99 ₹3,96,000 | 80 ₹3,20,000 | 35 ₹1,40,000 | 100 ₹4,00,000 | 15 ₹60,000 Lowest |
| 6.00 | Systematic rectification of leakages at the entry and exit pipe junctions within the manhole by Chipping away failed cement mortar or old "benching" around the pipe circumference to a depth of 50mm. And applying a high-strength, fast-setting, non-shrink hydraulic cement or epoxy-modified mortar to seal the annular space between the pipe and the wall complete all as specified and as directed. | 158 | Per Joint | 90 ₹14,220 | 50 ₹7,900 Lowest | 144 ₹22,752 | 80 ₹12,640 | 200 ₹31,600 | 100 ₹15,800 | 190 ₹30,020 |
| 7.00 | Excavation in trenches n.exc 1.50m wide and n.exc. 1.50 m depth and getting out in hard/dense soil complete all as specified and as directed. | 22.44 | Cum | 350 ₹7,854 | 300 ₹6,732 | 270 ₹6,058.8 Lowest | 300 ₹6,732 | 360 ₹8,078.4 | 500 ₹11,220 | 390 ₹8,751.6 |
| 8.00 | Excavation in trenches n.exc 1.50m wide and depth exc. 1.50 m but n. exc 3 m and getting out in hard/dense soil complete all as specified and as directed. | 16.83 | Cum | 400 ₹6,732 | 400 ₹6,732 | 270 ₹4,544.1 Lowest | 320 ₹5,385.6 | 360 ₹6,058.8 | 600 ₹10,098 | 410 ₹6,900.3 |
| 9.00 | Excavating over areas, n exc 1.5 m deep and getting out mud complete all as specified and directed | 16.83 | Cum | 420 ₹7,068.6 | 400 ₹6,732 | 270 ₹4,544.1 Lowest | 350 ₹5,890.5 | 360 ₹6,058.8 | 700 ₹11,781 | 430 ₹7,236.9 |
| 10.00 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed. | 109.4 | Cum | 290 ₹31,724.55 | 300 ₹32,818.5 | 270 ₹29,536.65 Lowest | 280 ₹30,630.6 | 440 ₹48,133.8 | 800 ₹87,516 | 430 ₹47,039.85 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
8 Aug 2026, 6:00 pmClosed
GE Golconda
GE GOLCONDA LANGER HOUSE ROAD OPP MILITARY HOSPITAL HYDERABAD TELANGANA-500 008
REPAIRS TO SEWAGE LINES, MANHOLES, COVER SLABS, HUME PIPE CULVERTS INCLUDING CLEANING OF CHOCKED SEWAGE LINES AND MANHOLES ETC AND OTHER CONNECTED MAINTENANCE WORKS AT ASIF NAGAR AREA OF AGE B/R-II UNDER GE GOLCONDA
2026_MES_777845_1
8117/E8
Open Tender
Civil Works
Item Rate
270 days
GE GOLCONDA
As per Tender
9 documents required · 9 mandatory
₹500
GE Golconda
₹98,000
Yes
1 Oct 2026
10 Jul 2026
10 Aug 2026
10 Jul 2026
8 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Maintenance of sewage system SGSW/PVC/RCC pipe including Nahani / floor traps, Soil/waste pipe running on external wall of building and in trenches with fittings like bends, junctions, etc. gully traps, manholes of all description and sewage lines of all sizes up to soak well of sewage system including dewatering of soak wells complete in perfect running/flowing order without destruction by removing all blockage in the system including de-watering from soakage well by pumping out as directed as and when required including PCC/Brick drain in running condition by removing all surplus spoil in Md, OTM and Tech Accn in MH/MD areas, complete all as specified and directed.
Notes :- (i) Contractor shall deploy minimum 2 safaiwalas solely for the maintenance of sewage system against this item. These safaiwalas shall not be deployed for any works other than the scope catered for in this item and will report to the respective complaint cell and will be issued daily complaint slips by the JE i/c. For the work catered against other items of this Schedule, the contractor shall deploy separate safaiwala in addition to the safaiwala deployed against this item.
(ii) The shift time will be decided by JE/Engr-in-Charge and can be changed at any time as per requirement. However the timings for the day shift of 8 hours shall be from 0830 Hrs to 1730 Hrs with a lunch break from 1300 hrs to 1400 hrs with weekly holiday on sunday.
(iii) The rate quoted is deemed to be inclusive of the cost of T&P for maint / cleaning work.
(iv) Penal recovery for absence of workers / technical supervisor on any day lesser than the specified minimum strength shall be as under:-
(a) Safaiwala - Rs. 2300.00 Per day per person
(v) Solid waste / sludge / silt deposited in the manholes which can not be removed by rodding, shall be ordered under respective item of this schedule and paid accordingly. | 572 | Per day per person | - | - |
| 2 | Cleaning of septic tanks completely by empting the liquid / semi solid foul contents mechanically or manually as specified completely, cleaning inlets and outlets etc. including disposal of soil sludge outside MD land complete all as specified and as directed. | 1,500 | Cum | - | - |
| 3 | Thorough cleaning of sewage manholes / inspection chambers of any size and depth up to 1.2m from GL. The work involves: (a) Opening of manhole covers and providing adequate ventilation to ensure the escape of toxic gases (H2S, Methane). (b) Manual or mechanical removal of accumulated sludge, silt, grit, solid waste, and any other obstructions from the floor, benching, and channel of the manhole. (c) Scrubbing of internal walls and benching to remove fungal growth/algae. (d) Immediate removal and carting away of the extracted sludge from the premises in sealed containers to the outside of MD land complete all as specified and directed. | 800 | Per MH | - | - |
| 4 | Thorough cleaning of sewage manholes / inspection chambers of any size and depth more than 1.2m from GL. The work involves: (a) Opening of manhole covers and providing adequate ventilation to ensure the escape of toxic gases (H2S, Methane). (b) Manual or mechanical removal of accumulated sludge, silt, grit, solid waste, and any other obstructions from the floor, benching, and channel of the manhole. (c) Scrubbing of internal walls and benching to remove fungal growth/algae. (d) Immediate removal and carting away of the extracted sludge from the premises in sealed containers to the outside of MD land complete all as specified and directed. | 300 | Per MH | - | - |
| 5 | Systematic clearing of accumulated solid waste, silt, grit, and sludge from internal / external sewage pipelines of diameters up to 300mm. The process includes: (a) Use of high-pressure hydro-jetting machine with specialized nozzles to break down hardened silt and flush it towards the downstream manhole. (b) Where mechanical jetting is restricted, use of flexible sewer rods with appropriate attachments (cutters/scrapers) to dislodge blockages. (c) Continuous flushing with water to ensure all dislodged debris is captured at the manhole and removed manually. (d) Verification of the "clear bore" by performing a ball test or a flow-gradient test between two consecutive manholes. Work includes the disposal of all extracted waste in sealed containers to the outside of MD land complete all as specified and directed. | 4,000 | RM | - | - |
| 6 | Systematic rectification of leakages at the entry and exit pipe junctions within the manhole by Chipping away failed cement mortar or old "benching" around the pipe circumference to a depth of 50mm. And applying a high-strength, fast-setting, non-shrink hydraulic cement or epoxy-modified mortar to seal the annular space between the pipe and the wall complete all as specified and as directed. | 158 | Per Joint | - | - |
| 7 | Excavation in trenches n.exc 1.50m wide and n.exc. 1.50 m depth and getting out in hard/dense soil complete all as specified and as directed. | 22.44 | Cum | - | - |
| 8 | Excavation in trenches n.exc 1.50m wide and depth exc. 1.50 m but n. exc 3 m and getting out in hard/dense soil complete all as specified and as directed. | 16.83 | Cum | - | - |
| 9 | Excavating over areas, n exc 1.5 m deep and getting out mud complete all as specified and directed | 16.83 | Cum | - | - |
| 10 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed. | 109.4 | Cum | - | - |
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