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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Qualified |
| 2 | Accepted-Technical 13 138 SHAKTINAGAR SHUKLAGANJ UNNAO | UNNAO | UTTAR PRADESH | 209801 | Accepted-Technical Qualified |
| 3 | Accepted-Technical 11 3 SAINT KABIR NAGAR UJJAIN M P | UJJAIN | MADHYA PRADESH | 456001 | Accepted-Technical Qualified |
| 4 | Accepted-Technical | Accepted-Technical Qualified |
| 5 | Accepted-Technical 101 | Accepted-Technical Qualified |
Tender Value
₹73.1 L
EMD Value
₹73,138
Closing Date
5 May 2026, 5:30 pmClosed
Executive Engineer PHED Ujjain
Executive Engineer PHED Ujjain
Revised work of Design, Construction and Retrofitting of Piped Water Supply Scheme under Jal Jeevan Mission at Village - 1. Piplu and Kamanpura Block Badnagar Distt. Ujjain
2026_PHED_502626_1
NIT No 02/2026-27/PHED/EE/Water Supply Scheme Block Badnagar
Open Tender
Civil Works - Water Works
Percentage
60 days
Badnagar
Pleas refer Tender Document
8 documents required · 8 mandatory
₹10,000
₹73,138
8 May 2026
23 Apr 2026
7 May 2026
24 Apr 2026
5 May 2026
27 Apr 2026
24 Apr 2026 - 24 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supply and Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three Phase, 50 Hz, 415 V, Deep well submersible pump steel body, suitable for 6" tube well with control panel , Starter suitable for Submersible pump with dry run protection, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe and connection cable. 10 H.P. with 20 stages, Head Mt. 180- Discharge LPM 60-270 Ammendment 5th Dated 23.04.2021 | 1 | No | - | - |
| 2 | Providing and jointing of following galvanized Iron (MS) Pipesclass medium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239-2011 Part-II. 50 mm dia Ammendment 2nd Dated 06.08.2020 Item No. 17.38.1 P.No. 03 | 150 | Mts | - | - |
| 3 | Supply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cm x60cm with 40x40x5mm angle Iron frame to fix it 200mm below ground level with hold fasts grouted in foundation and 300mm above ground level for clearance suitable for fixing of control panel, fuse unit, main switch etc. as per approved specification.Usor Item No. 17.18 P.no. 228 | 1 | Job | - | - |
| 4 | Providing and fixing of ISI marked PVC insulated three core flat copper cable. 4 Sq mm (USOR Item No. 24.20.107 ii P-No. 267) | 30 | Mtr | - | - |
| 5 | Provision for Jointing of TW to Rising Main with cost of Material/ specials such as GI Union / CI Flange, GI Reducer UPVC MTA FTA etc. as per requiement of site i/cost of labour etc. complete as per approved specification and as directed by Engineer in charge USOR Item No. 17.19 P.no. 228 | 1 | Job | - | - |
| 6 | Dismantling of Cement Concrete Pavment by mechanical means using pneumatic tools, cutter breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (USOR. Item No.-P.No.) 16.4/ 207 | 47 | cum | - | - |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. All kind of soil USOR Item No. 16.6(a) P.no. 208 | 100 | Cum | - | - |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road. In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road. | 40 | Cum | - | - |
| 9 | Providing, Laying, Jointing & field Itesting of PE pipes made from 1007o lvirgin material (Earlier know as High lDensity Polyethylene pipes, PE 100 ) lconfirming to IS 49841 l4l5ll 127861 113488 with necessary jointing material llike mechanical connector of jointing lRipes by heating to the ends of pipes lwith the help of Tellon coated electric lmirror/ heater to the required temperature and then mechanically pressing the ends together against each othero to form a monolithic & leak proof joint by thermosetting process. It] may be required to be done with Jack/] Hydraulic Jacks/ Butt fusion machine.l (50 mm & above fusion jointed &l below 50mm mechanical iointed 110 mm dia HDPE 6 kg/sqcm ammendment 6th 07.01.22 Item No. 9.1 P.no. 9 | 1,100 | m | - | - |
| 10 | Providing, Laying, Jointing & field Itesting of PE pipes made from 1007o lvirgin material (Earlier know as High lDensity Polyethylene pipes, PE 100 ) lconfirming to IS 49841 l4l5ll 127861 113488 with necessary jointing material llike mechanical connector of jointing lRipes by heating to the ends of pipes lwith the help of Tellon coated electric lmirror/ heater to the required temperature and then mechanically pressing the ends together against each othero to form a monolithic & leak proof joint by thermosetting process. It] may be required to be done with Jack/] Hydraulic Jacks/ Butt fusion machine.l (50 mm & above fusion jointed &l below 50mm mechanical iointed 90 mm dia HDPE 6 kg/sqcm ammendment 6th 07.01.22 Item No. 9.1 P.no. 9 | 6,170 | m | - | - |
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