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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.1 LAccepted-AOC BUNGLOW NO 75 CAVALRY ROAD JHANSI CANTT PIN 280001 | JHANSI | JHANSI | UTTAR PRADESH | 280001 | ₹42.1 L | L1 | Accepted-AOC BEING LOWEST BIDDER |
| 2 | L2₹42.5 L+₹37,423 (0.89%)Rejected-Finance | ₹42.5 L+₹37,423 (0.89%) | L2 | Rejected-Finance Not lowest bidder |
| 3 | L3₹44.1 L+₹2.0 L (4.71%)Rejected-Finance 01 NEAR GOVERMENT HOSPITAL KOTHI BAZAR ROAD KOTHI SATNA MADHYA PRADESH 485666 | SATNA | MADHYA PRADESH | 485666 | ₹44.1 L+₹2.0 L (4.71%) | L3 | Rejected-Finance Not lowest bidder |
| Sl No | Description | Qty | Unit | m/s ramesh saran agarwal L1 | M/S S K AGARWAL L2 | ADARSH ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil, n exc 1.5m depth (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed by Engineer-incharge | 200 | Cum | 220 ₹44,000 | 255 ₹51,000 | 165 ₹33,000 Lowest |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil, 1.50m to 3.0m depth (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 3.0m, complete all as specified and as directed by Engineer-incharge | 200 | Cum | 320 ₹64,000 | 350 ₹70,000 | 180 ₹36,000 Lowest |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil, 3.00m to 4.50m depth (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 4.5m, complete all as specified and as directed by Engineer-incharge | 200 | Cum | 550 ₹1,10,000 | 455 ₹91,000 | 220 ₹44,000 Lowest |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil, 4.5m to 6.0m depth (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 6.00m, complete all as specified and as directed by Engineer-incharge | 55 | Cum | 650 ₹35,750 | 525 ₹28,875 | 260 ₹14,300 Lowest |
| 5.00 | M & L for Cement concrete in foundations, filling and mass concrete Type B-2 (1:2:4) using 40 mm graded crushed stone aggregate complete all as specified and as directed by Engineer-in-Charge | 12 | Cum | 3,000 ₹36,000 | 4,500 ₹54,000 | 2,200 ₹26,400 Lowest |
| 6.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep and getting out in any type soil for laying pipes etc, complete all as specified and as directed | 200 | Cum | 180 ₹36,000 | 255 ₹51,000 | 160 ₹32,000 Lowest |
| 7.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in any type of soil complete all as specified and as directed | 406 | Cum | 65 ₹26,390 | 65 ₹26,390 | 30 ₹12,180 Lowest |
| 8.00 | Removing excavated material to a distance not exc. 50m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed | 400 | Cum | 65 ₹26,000 | 155 ₹62,000 | 30 ₹12,000 Lowest |
| 9.00 | M & L, For RCC- M-30(Design Mix) using 20mm graded aggregate for Raft Foundation, complete all as specified and as directed | 60 | Cum | 5,000 ₹3,00,000 Lowest | 5,500 ₹3,30,000 | 5,500 ₹3,30,000 |
| 10.00 | M & L, Formwork for rough finished surface to sides of concrete
foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter | 37 | Sqm | 450 ₹16,650 | 360 ₹13,320 Lowest | 380 ₹14,060 |
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
18 Mar 2026, 6:00 pmClosed
SHRI ANIL KUMAR, IDSE, SE, CWE
HQ CWE JHANSI
PROVN OF RECYCLING OF WASTE WATER PLANT WITH SOLAR PUMP UNDER GE JHANSI
2026_MES_753863_1
CWE/JHA/J/TOKEN/119 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
JHANSI
AS PER NIT AND TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
GE JHANSI
₹89,000
Yes
24 Apr 2026
23 Feb 2026
20 Mar 2026
23 Feb 2026
18 Mar 2026
10 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil, n exc 1.5m depth (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed by Engineer-incharge
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil, 1.50m to 3.0m depth (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 3.0m, complete all as specified and as directed by Engineer-incharge
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil, 3.00m to 4.50m depth (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 4.5m, complete all as specified and as directed by Engineer-incharge
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas in any kind of soil, 4.5m to 6.0m depth (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 6.00m, complete all as specified and as directed by Engineer-incharge
M & L for Cement concrete in foundations, filling and mass concrete Type B-2 (1:2:4) using 40 mm graded crushed stone aggregate complete all as specified and as directed by Engineer-in-Charge
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep and getting out in any type soil for laying pipes etc, complete all as specified and as directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in any type of soil complete all as specified and as directed
Removing excavated material to a distance not exc. 50m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed
M & L, For RCC- M-30(Design Mix) using 20mm graded aggregate for Raft Foundation, complete all as specified and as directed
M & L, Formwork for rough finished surface to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter
M&L, Reinforcement with TMT bars 10mm dia and over cut to length bent to shape required incl cranking, bending binding with mild steel wire annealed not less than 0.9 mm dia complete all as specified and as directed
M & L For RCC- M-30(Design Mix) using 20mm graded crushed stone aggregate for RCC Walls, ballast walls and the like, any thickness, above top of footings including attached plasters and buttresses complete all as specified and as directed
M and L for use and Waste Form work for fair finished surfaces of concrete measured flat for RCC Wall including attached pillasters, buttresses, etc.; vertical or to batter etc complete all as specified and as directed
M & L, Reinforced cement concrete (design mix) M-30 (20mm crushed stone aggregate) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed
M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for rough finished surfaces of concrete complete all as specified and as directed
M & L Rendering 15mm thick on fair faces of brick or concrete surfaces in cement plaster (1:4) including WPC complete all as specified and as directed
M & L two Coats of 2 packs Acrylic Polymer Modified Cementious Waterproofing Coating, complete all as specified and as directed
M&L Water Proofing Compound, complete all as specified and as directed
M & L For Forming Construction joint 40mm deep x 10mm wide filled with Grade 'A' sealing compound, complete all as specified and as directed
S & F 150mm Wide PVC Water Bar complete all as specified and as directed
M&L for framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunkfor screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 complete all as specified and directed.
S & F For 150 Dia CI Air vent Cowl, complete all as specified and as directed
M&L for GI water tubing, 80mm dia, medium grade, ISI marked, with and including all fittings i.e. bend, tee, elbow, reducer, union, nipple etc as per site requirement laid in trenches, complete all as specified and as directed. Note : 1. The excavation & earthwork shall be measured & paid for separately. 2. The cost of all type of GI fitting i.e. bend, tee, elbow, reducer, union, nipple etc is deemed to be included in quoted rates.
S&F Cast iron sluice valve long body type, both ends flanged and drilled, of size 80mm bore, (ISI marked) conforming to IS-14846 -2000 with pressure rating of PN-1.6 with steel spindle and iron wheel head including jointing material such as nuts, bolts, washers and rubber gasket etc, complete all as specified and as directed by GE.
M&L for ductile iron fittings suitable for DI pipe of size 80mm to 400mm bore and any type, class K-12, such as Bends (any type, radius and angle), tapers any type (straight, bend, increasing, decreasing or double socket etc), Tee pieces (single branch, "Y" junction, double branch, cross etc), caps and plugs etc, complete all as specified and as directed
Supply, installation, testing and commissioning of open well solar submersible pump set of capacity 10 HP / 7.5 KW suitable for outlet delivery of size min 80 mm dia, over/under voltage and current protection, solar pump controller panel, with solar cell grid with per cell 45V & 18A output, 415 volts, 50 Hz, 2000 - 3000 RPM, copper wound suitable for discharge range 180 - 1560 LPM at a head range of 06 to 30m, min IP55 protection with CI Motor Body, SS Shaft, CI impeller & Volute, Rubber oil seal, complete all as specified and as directed by GE.
Supply, installation, testing and commissioning of Waste disposer pump set of capacity 7.5 HP / 5.5 KW suitable for outlet delivery of size min 80 mm dia , electric driven with 3ph phase, 415 volts, 50 Hz, 2000 - 3000 RPM, copper wound suitable for discharge range 180 - 1560 LPM at a head range of 06 to 24m, min IP55 protection with CI Motor Body, SS Shaft, CI impeller & Volute, Rubber oil seal, complete all as specified and as directed by GE. (Model No: Kirlosker Eterna 5500CW or equivalent)
M&L for earthing complete with galvanized iron earth plate electrode 600mm x 600mm x 6 mm thick buried directly in ground (earth pit not less than 2.25 meters deep below ground level) with top edge of the plate not less than 1.5 meters below normal ground level connecting to GI strip 32x6 mm as earthing lead by means of bolts, nuts, check nuts and washers of galvanized iron or steel and earth wire protected by 50mm dia GI pipe medium grade and connected to pole structure/ panel board/earthing test point all as shown in electrical plate No. 3 of SSR Part-I(2009) and testing on completion complete all as specified and as directed. Note :- The unit rate quoted shall also include for excavation, earth work in any type of soil, plain cement concrete 1:3:6 mix, Type C1 pit, 40mm thick RCC 1:2:4 mix type B1 cover reinforced with 8mm dia TMT bras @ 150mm C/C both ways, GI funnel with watering pipe, wire mesh, protection pipe, earth strip up to 7.50m long complete in addition to item No. 1(a) to (e) of preamble (Notes) under sub heading earthing, specified in SSR Part II
Material & Labour for cutting of existing hard standing up to 15 cm depth for laying of pipe lines and making good the disturbed surfaces by providing PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) after laying of pipes lines and returning filling of soil, complete all as specified and as directed. Note:- Excavation and earth work below hard standing will be measured and paid under relevant items.
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