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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical All Condition Qualified |
| 2 | Accepted-Technical | Accepted-Technical All Condition Qualified |
Tender Value
Refer Docs
EMD Value
₹2.3 L
Closing Date
5 May 2026, 3:00 pmClosed
Superintending Engineer Ayodhya Circle UPAVP Ayodh
Superintending Engineer Ayodhya Circle UPAVP Ayodhya
Internal Sewer and Water Line and Water Sewer Connection Work in Poket C and D, at Bahraich -Bhinga Marg Bhoomi Vikas Evam Grahsthan Yojana, Distt.- Bahraich.
2026_UPHDB_1143536_1
694/M-10/165 Dt 18-04-2026
Open Tender
Civil Works
Fixed-rate
180 days
Bahraich
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
OFFICE OF EXEN CD AYODHYA-3 UPAVP GONDA
₹2.3 L
6 May 2026
29 Apr 2026
5 May 2026
29 Apr 2026
5 May 2026
29 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 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 0.00 - 1.50 M BGL | 6,233.77 | Cum | 191.32 | ₹11,92,644.88 |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Extra For Every additional lift of 1.50m or part thereof in excavation. 1.50 - 3.00 M BGL | 395.79 | Cum | 284.52 | ₹1,12,610.17 |
| 3 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Extra For Every additional lift of 1.50m or part thereof in excavation. 3.00 - 4.50M | 1.75 | Cum | 377.72 | ₹661.01 |
| 4 | Supply & Carting of the following size of the R.C.C. Hume Pipe NP 3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, chaulking the same with necessary rubberring and jointing with 1:2 Cement mortar in coarse sand and cement of FM 2.20 to 3.6 including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement. 250 mm Dia NP3 Class Pipe 0.00 - 1.50 BGL | 393.79 | Rm | 990.5 | ₹3,90,049 |
| 5 | Supply & Carting of the following size of the R.C.C. Hume Pipe NP 3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, chaulking the same with necessary rubberring and jointing with 1:2 Cement mortar in coarse sand and cement of FM 2.20 to 3.6 including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement. 250 mm Dia NP3 Class Pipe 1.50 - 3.00 BGL | 816.21 | Rm | 1,010.5 | ₹8,24,780.21 |
| 6 | Open Timbering (covering 1/3 of surface area by planks) in trenches for the depth upto 3.00 m below GL consisting of 40 mm thick approved country wood planks for the depth upto 3.00m below GL consisiting of 40mm thick approved country wood planks for poling boards 125X75 mm. country woodwalers and 100 mm dia. Eucaliptusballies for strut at 1.50 m c/c including removal after laying of sewer both side of trenched will be taken as one side for the purpose of payment and measurement(Code 3041 | 1,803.94 | Sqm | 222.2 | ₹4,00,835.47 |
| 7 | Provide all material and construct rectanglular Manhole of size 0.90X1.20 X 2.50 m as per drawing & design. | 41 | Nos. | 47,301.53 | ₹19,39,362.73 |
| 8 | Regulation of shaft of rectangular rectanglular Manhole of size 0.90X1.20 X1.00 m as per drawing & design. | 1 | Rm | 13,520.78 | ₹13,520.78 |
| 9 | Provide all material and construct rectanglular Chamber of size 0.60X0.60 X 2.25 m as per drawing & design. | 24 | Nos. | 21,988.1 | ₹5,27,714.4 |
| 10 | Regulation of shaft of rectangular rectanglular Chamber of size 0.60 X0.60 X1.00 m as per drawing & design. | 1 | Rm | 8,342.08 | ₹8,342.08 |
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