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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.2 LAccepted-AOC | ₹42.2 L Quoted ₹43.5 L | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹45.7 L+₹2.3 L (5.23%)Rejected-AOC 01 NEAR GOVERMENT HOSPITAL KOTHI BAZAR ROAD KOTHI SATNA MADHYA PRADESH 485666 | SATNA | MADHYA PRADESH | 485666 | ₹45.7 L+₹2.3 L (5.23%) | L2 | Rejected-AOC Being not L1 Bidder |
| 3 | L3₹47.5 L+₹4.0 L (9.20%)Rejected-AOC | ₹47.5 L+₹4.0 L (9.20%) | L3 | Rejected-AOC Being not L1 Bidder |
| 4 | L4₹48.7 L+₹5.3 L (12.1%)Rejected-AOC | ₹48.7 L+₹5.3 L (12.1%) | L4 | Rejected-AOC Being not L1 Bidder |
| 5 | L5₹48.8 L+₹5.3 L (12.3%)Rejected-AOC | ₹48.8 L+₹5.3 L (12.3%) | L5 | Rejected-AOC Being not L1 Bidder |
| Sl No | Description | Qty | Unit | M/S NASIM AND CO. L8 | Dhruv Enterprises L3 | M/s Ratan Mechanical Works L1 | M/S Kumar Contractors L9 | RAM SARAN SAHU L7 | ROHIT ENTERPRISES L6 | RAM RAJA TRADERS L4 | ADARSH ENTERPRISES L2 | NATIONAL AUTO MOBILES L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dewatering and pumping out of existing accumulated sewage from Raw Sewage Sump, Equalization tank, FAB reactor / MBBR tank and tube settler / clari settler of Sewage Treatment Plant (STP) of capacity 25 KLD/ 174 KLD/ 400 KLD / 500 KLD / 1250 KLD installed at different pockets of Jhansi Cantt, by using external sewage disposal pump sets to near by sewage disposal drain and cleaning of all tanks such as Raw Sewage Sump, Equalization tank, FAB reactor / MBBR tank and tube settler / clari settler and chlorine contact tank by scrapping with wire brush or any other means on walls and bottom of tank and removing the sludge / silt / sand / fungus etc deposited inside the sumps / tanks with buckets and depositing where directed, followed by cleaning with bleaching water solution and fresh water and finally applying one coat of snow cem on internal and external surfaces including writing the date of cleaning and due date of cleaning in white colour on black background on external walls complete all as specified and directed.
Note: (i) Before commencement of work, necessary bypassing arrangement for bypassing the raw sewage to disposal into drain / nallah directly without allowing into STP shall be made as per item no. 76 to 82 hereinafter.
(ii) During execution of work, the raw sewage has to be diverted to the drain / nallah through the bypassing arrangement made by contractor and after completion of work the raw sewage has to pass through STP for proper treatment before its disposal to drain / nallah.
(iii) The bypass arragement made by contractor shall be on parmanent basis and it will become the property of Gont.
(iv)The accumulated/deposited sludge after drying shall be disposed off out side the defence land to a distance exceeding 1.5 KM and not exceeding 5.00 KM from the STP cost of which shall be deemed to enclusive in the quoted rate and nothing extra shall be paid on this account. | 5 | Each Job | 28,000 ₹1,40,000 | 27,000 ₹1,35,000 | 23,000 ₹1,15,000 Lowest | 23,500 ₹1,17,500 | 25,800 ₹1,29,000 | 25,700 ₹1,28,500 | 25,612 ₹1,28,060 | 25,000 ₹1,25,000 | 26,000 ₹1,30,000 |
| 2.00 | Dewatering and pumping out of existing accumulated sewage from Raw Sewage Collection Sump having depth upto 10m located at different pockets of Jhansi Cantt, by using external sewage disposal pump sets to near by sewage disposal drain and cleaning of Sewage Collection Sump by scrapping with wire brush or any other means on walls and bottom of tank and removing the sludge / silt / sand / fungus etc deposited inside the sumps and depositing where directed, followed by cleaning with bleaching water solution and fresh water and finally applying one coat of snowcem on internal and external surfaces including writing the date of cleaning and due date of cleaning in white colour on black background on external walls complete all as specified and directed.
Note:(i) Before commencement of work, necessary bypass arrangement for bypassing the raw sewage into disposal drain/ nallah should be done with suiltable size of DI pipe lines, sluice valves with covered valve chambers as per item No. 76 to 82 hereinafter.
(ii) During excution of work, the raw sewage has to be diverted to the drain/nallah through the bypassing arrangement made by contractor and after completion of the work the raw sewage has to be collected in raw sewage collection sump.
(iii) The bypassing arrangement made by contractor shall be on permanent basis and it will become the property of Govt.(iv) The accumulated/deposited sludge after drying shall be disposed off out side the defence land and the quoted rate shall deemed to be inclusive of all these provisions and nothing extra shall be paid on this account. | 5 | Each Job | 28,000 ₹1,40,000 | 28,000 ₹1,40,000 | 23,000 ₹1,15,000 Lowest | 24,000 ₹1,20,000 | 25,800 ₹1,29,000 | 28,500 ₹1,42,500 | 27,915 ₹1,39,575 | 25,000 ₹1,25,000 | 26,000 ₹1,30,000 |
| 3.00 | Supply and fix in replacement of Glass tube type Air Rota meter of capacity 0 - 250 CuM/Hr including taking down existing unserviceable Air Rotameter of any description complete all as specified and directed. . | 2 | Each | 20,000 ₹40,000 | 20,000 ₹40,000 | 18,000 ₹36,000 Lowest | 20,000 ₹40,000 | 21,500 ₹43,000 | 19,500 ₹39,000 | 18,810 ₹37,620 | 18,500 ₹37,000 | 20,000 ₹40,000 |
| 4.00 | Supply and filling in replacement of MBBR vergin media, Cylindrical / circular shaped - Wagon wheel design having external fins, surface area - 350 m2/m3, nontoxic, PP black/white, having specific gravity of 0.90 – 0.92 gms/cm3 including taking out existing unserviceable media of any description complete all as specified and directed. | 35 | Cum | 14,250 ₹4,98,750 | 15,000 ₹5,25,000 | 13,200 ₹4,62,000 | 14,500 ₹5,07,500 | 12,500 ₹4,37,500 Lowest | 14,300 ₹5,00,500 | 14,315 ₹5,01,025 | 14,000 ₹4,90,000 | 15,000 ₹5,25,000 |
| 5.00 | M&L for Mild Steel Channels, angles, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of epoxy paint complete including taking up / down existing unserviceable steel structure of any description all as specified and directed. | 4 | Qtl | 8,000 ₹32,000 Lowest | 8,500 ₹34,000 | 8,000 ₹32,000 Lowest | 9,500 ₹38,000 | 8,500 ₹34,000 | 8,200 ₹32,800 | 8,285 ₹33,140 | 8,200 ₹32,800 | 10,000 ₹40,000 |
| 6.00 | Supply and fixing in replacement of Hexagonal (Chevron) Shape tube settler media made out of UV stabilized virgin base PVC, height 700 mm after fixing, cross section of horizontal 120 mm and vertical 48 mm, tongue and groove fixed, 1.0 mm thick having plan settling area of 12-14 m2/m3, minimum weight of 64 Kg/m3 including taking out existing unserviceable media of any description complete all as specified and directed. | 10 | Sqm | 11,000 ₹1,10,000 | 1,100 ₹11,000 | 9,500 ₹95,000 | 11,500 ₹1,15,000 | 1,000 ₹10,000 | 940 ₹9,400 Lowest | 992 ₹9,920 | 1,000 ₹10,000 | 1,100 ₹11,000 |
| 7.00 | Supply and fixing in replacement of Shutter gates of size 420mm x 350 mm for sludge drying bed, made out of 16 mm thick HDPE including taking down of existing unserviceable shutter gates of any description complete all as specified and directed. | 20 | Each | 2,000 ₹40,000 | 1,100 ₹22,000 | 1,000 ₹20,000 Lowest | 12,500 ₹2,50,000 | 1,000 ₹20,000 Lowest | 1,040 ₹20,800 | 1,050 ₹21,000 | 1,000 ₹20,000 Lowest | 1,100 ₹22,000 |
| 8.00 | Supply and laying for replacement in layers the Filter media, Pebble / Gravel of size 40mm-80mm on drain mesh and remaining of 20mm for sludge drying bed including taking out of existing filter media of any description from sludge drying bed complete all as specified and directed. | 40 | Ton | 950 ₹38,000 | 1,000 ₹40,000 | 900 ₹36,000 Lowest | 1,500 ₹60,000 | 1,000 ₹40,000 | 925 ₹37,000 | 931 ₹37,240 | 920 ₹36,800 | 1,000 ₹40,000 |
| 9.00 | Supply and laying for replacement in layers the Filter media, Natural Coarse Sand of size 16mm - 32mm for sludge drying bed including taking out of existing filter media of any description from sludge drying bed complete all as specified and directed. | 75 | Ton | 850 ₹63,750 | 950 ₹71,250 | 800 ₹60,000 Lowest | 950 ₹71,250 | 800 ₹60,000 Lowest | 805 ₹60,375 | 810 ₹60,750 | 800 ₹60,000 Lowest | 800 ₹60,000 Lowest |
| 10.00 | Supply, connect & testing in replacement of 3 core, 6 sqmm power cable with aluminium conductor, PVC insulated, Cores laid up, PVC Inner sheathed, Armoured with galvanized wire or galvanized steel strip, overall PVC Sheathed, 1100V Grade as per IS IS 1554 Part-1 including taking out of existing unserviceable cable of any description complete all as specified and directed complete all as specified and directed. | 210 | RM | 180 ₹37,800 | 210 ₹44,100 | 150 ₹31,500 Lowest | 180 ₹37,800 | 200 ₹42,000 | 191 ₹40,110 | 191 ₹40,110 | 170 ₹35,700 | 200 ₹42,000 |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
22 Jun 2026, 6:00 pmClosed
Maj Rajesh Rathore
Garrison Engineer Jhansi
REPAIR/MAINT TO VARIOUS STP AND CONNECTED WORKS AT AAU, CALEB VIHAR, TAGORE LINE AND KALINGA LINE UNDER AGE E/M AT GE JHANSI
2026_MES_768918_1
GE/JHA/TOK/19 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE Jhansi
As per NIT and Tender Documents
9 documents required · 9 mandatory
₹500
GE Jhansi
₹1 L
Yes
31 Aug 2026
1 Jun 2026
24 Jun 2026
1 Jun 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dewatering and pumping out of existing accumulated sewage from Raw Sewage Sump, Equalization tank, FAB reactor / MBBR tank and tube settler / clari settler of Sewage Treatment Plant (STP) of capacity 25 KLD/ 174 KLD/ 400 KLD / 500 KLD / 1250 KLD installed at different pockets of Jhansi Cantt, by using external sewage disposal pump sets to near by sewage disposal drain and cleaning of all tanks such as Raw Sewage Sump, Equalization tank, FAB reactor / MBBR tank and tube settler / clari settler and chlorine contact tank by scrapping with wire brush or any other means on walls and bottom of tank and removing the sludge / silt / sand / fungus etc deposited inside the sumps / tanks with buckets and depositing where directed, followed by cleaning with bleaching water solution and fresh water and finally applying one coat of snow cem on internal and external surfaces including writing the date of cleaning and due date of cleaning in white colour on black background on external walls complete all as specified and directed.
Note: (i) Before commencement of work, necessary bypassing arrangement for bypassing the raw sewage to disposal into drain / nallah directly without allowing into STP shall be made as per item no. 76 to 82 hereinafter.
(ii) During execution of work, the raw sewage has to be diverted to the drain / nallah through the bypassing arrangement made by contractor and after completion of work the raw sewage has to pass through STP for proper treatment before its disposal to drain / nallah.
(iii) The bypass arragement made by contractor shall be on parmanent basis and it will become the property of Gont.
(iv)The accumulated/deposited sludge after drying shall be disposed off out side the defence land to a distance exceeding 1.5 KM and not exceeding 5.00 KM from the STP cost of which shall be deemed to enclusive in the quoted rate and nothing extra shall be paid on this account. | 5 | Each Job | - | - |
| 2 | Dewatering and pumping out of existing accumulated sewage from Raw Sewage Collection Sump having depth upto 10m located at different pockets of Jhansi Cantt, by using external sewage disposal pump sets to near by sewage disposal drain and cleaning of Sewage Collection Sump by scrapping with wire brush or any other means on walls and bottom of tank and removing the sludge / silt / sand / fungus etc deposited inside the sumps and depositing where directed, followed by cleaning with bleaching water solution and fresh water and finally applying one coat of snowcem on internal and external surfaces including writing the date of cleaning and due date of cleaning in white colour on black background on external walls complete all as specified and directed.
Note:(i) Before commencement of work, necessary bypass arrangement for bypassing the raw sewage into disposal drain/ nallah should be done with suiltable size of DI pipe lines, sluice valves with covered valve chambers as per item No. 76 to 82 hereinafter.
(ii) During excution of work, the raw sewage has to be diverted to the drain/nallah through the bypassing arrangement made by contractor and after completion of the work the raw sewage has to be collected in raw sewage collection sump.
(iii) The bypassing arrangement made by contractor shall be on permanent basis and it will become the property of Govt.(iv) The accumulated/deposited sludge after drying shall be disposed off out side the defence land and the quoted rate shall deemed to be inclusive of all these provisions and nothing extra shall be paid on this account. | 5 | Each Job | - | - |
| 3 | Supply and fix in replacement of Glass tube type Air Rota meter of capacity 0 - 250 CuM/Hr including taking down existing unserviceable Air Rotameter of any description complete all as specified and directed. . | 2 | Each | - | - |
| 4 | Supply and filling in replacement of MBBR vergin media, Cylindrical / circular shaped - Wagon wheel design having external fins, surface area - 350 m2/m3, nontoxic, PP black/white, having specific gravity of 0.90 – 0.92 gms/cm3 including taking out existing unserviceable media of any description complete all as specified and directed. | 35 | Cum | - | - |
| 5 | M&L for Mild Steel Channels, angles, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of epoxy paint complete including taking up / down existing unserviceable steel structure of any description all as specified and directed. | 4 | Qtl | - | - |
| 6 | Supply and fixing in replacement of Hexagonal (Chevron) Shape tube settler media made out of UV stabilized virgin base PVC, height 700 mm after fixing, cross section of horizontal 120 mm and vertical 48 mm, tongue and groove fixed, 1.0 mm thick having plan settling area of 12-14 m2/m3, minimum weight of 64 Kg/m3 including taking out existing unserviceable media of any description complete all as specified and directed. | 10 | Sqm | - | - |
| 7 | Supply and fixing in replacement of Shutter gates of size 420mm x 350 mm for sludge drying bed, made out of 16 mm thick HDPE including taking down of existing unserviceable shutter gates of any description complete all as specified and directed. | 20 | Each | - | - |
| 8 | Supply and laying for replacement in layers the Filter media, Pebble / Gravel of size 40mm-80mm on drain mesh and remaining of 20mm for sludge drying bed including taking out of existing filter media of any description from sludge drying bed complete all as specified and directed. | 40 | Ton | - | - |
| 9 | Supply and laying for replacement in layers the Filter media, Natural Coarse Sand of size 16mm - 32mm for sludge drying bed including taking out of existing filter media of any description from sludge drying bed complete all as specified and directed. | 75 | Ton | - | - |
| 10 | Supply, connect & testing in replacement of 3 core, 6 sqmm power cable with aluminium conductor, PVC insulated, Cores laid up, PVC Inner sheathed, Armoured with galvanized wire or galvanized steel strip, overall PVC Sheathed, 1100V Grade as per IS IS 1554 Part-1 including taking out of existing unserviceable cable of any description complete all as specified and directed complete all as specified and directed. | 210 | RM | - | - |
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