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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Finance 00 NEAR LAXMI MANDIR JHANSI ROAD ORAI JHANSI ROAD RAM NAGAR JALAUN UTTAR PRADESH 285001 UDYAM UP 37 0014656 | JALAUN | UTTAR PRADESH | 285001 | L1 | Admitted-Finance | ||
| 2 | L2₹2.6 L+₹2,627.58 (1.01%)Admitted-Finance HIG 40 TYPE B DEV PRAYAGAM ADA COLONY JHALWA PRAYAGRAJ U P 211015 | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211015 | L2 | Admitted-Finance | ||
| 3 | L3₹2.7 L+₹7,094.47 (2.71%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹5,255
Closing Date
14 May 2026, 2:00 pmClosed
EE
S/O
Laying of 300 mm dia sewer line at H.No 128/Y/125 to 128/Y/133 Tak 40 mtr in ward 92
2026_DOLBU_1146163_17
JalKal / 284 / EE Zone 3 /
Open Tender
Miscellaneous Works
Percentage
10 days
Jal Kal Vibhag Kanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Jal Kal Vibhag
₹5,255
18 Jun 2026
8 May 2026
14 May 2026
8 May 2026
14 May 2026
8 May 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 of material, labour, T&P etc.required for proper barricading along trench during and laying of pipeas per direction of Engineer-in-charge (both sides of will be treated as one side for purpose of measurement. | 40 | sqm | 120 | ₹4,800 |
| 2 | Dismantling of CC, Tar roads for laying sewer including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 60 m. including supply of all materials, labour, T&P etc. required for proper completion of work as per direction of Engineer -in-charge. (A) © Tar Road. | 44 | Cum | 179.1 | ₹7,880.4 |
| 3 | Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clay) including cutting of joints pits ramming dressing) levelling, including supply of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer Incharge. (A) 0.0m To 1.5m B.G.L. | 66 | Mtrs | 225.61 | ₹14,890.26 |
| 4 | Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 mm Indian Sal Wood wallers and 100 mm dia sal wood ballies for shuttering at 1.5 m C/C including all labour etc, complete (A) 0.0m To 1.5m B.G.L. | 60 | Mtrs | 76.4 | ₹4,584 |
| 5 | Supply of following sizes of RCC (NP3) spigotted and socketed non pressure pipes( Dia. In mm). | 40 | days | 1,575 | ₹63,000 |
| 6 | Carting following sizes of R.C.C. Hume pipe NP3. Class Socket/ spigoted rubber ring jointing and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. true to alignment including excavation of earth below invert level of pipe, cost of all jointing material, testing etc. complete but excluding excavation and and refilling of trenches from ground level to the invert level of pipe. including supply of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer incharge. 300 mm dia. (A) 0.0m. To 1.5 m B.G.L. | 40 | days | 528.8 | ₹21,152 |
| 7 | Plain Cement concrete work for bedding below G.L. at spcified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:6:12) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per direction of Engineer -in-charge.) (A) PCC for pipe bedding | 2.2 | Mtrs | 5,648.9 | ₹12,427.58 |
| 8 | Construction of circular brick work manhole chamber in 1st class brick work with 1:4 cement & coarse including supply all materials, labour, T&P etc. required for the proper completion of work as per direction of Engineer -in-charge. (A) b-type Manhole 300 mm dia depth 2.01m to 2.3m. | 3 | Nos | 38,220 | ₹1,14,660 |
| 9 | Provide necessary fuel, labour T&P etc. required for proper running of well point equipment of required for lowering the water table during excavation and laying of sewers (well point equipment depreciation not considered)Assume well point equipment will run 24 hours and 100m length of sewer will be laid per week i.e. in 5 days. (This item shall be executed when water is encountered during excavation of trenches only.) | 2 | Nos | 1,857 | ₹3,714 |
| 10 | Making sewer line connection etc all complete. | 2 | Nos | 5,000 | ₹10,000 |
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