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Tender Value
₹6.3 Cr
EMD Value
₹12.7 L
Closing Date
14 Jul 2026, 3:00 pm6d left
CEO GIDA
GIDA SECTOR 7 GIDA GORAKHPUR
Water Supply Scheme of Residential Area Sector25 GIDA Gorakhpur
2026_UGIDA_1167074_1
1885/GIDA/2026-27 DT. 30.6.2026
Open Tender
Civil Works
365 days
GIDA GORAKHPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
₹12.7 L
O/O CEO GIDA SECTOR 7 GIDA GORAKHPUR
7 Jul 2026
7 Jul 2026
14 Jul 2026
7 Jul 2026
14 Jul 2026
7 Jul 2026
10 Jul 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 | PUMP HOUSE
Provide all materials, labour, T&P Complete pump house of size
(3.60x3.00x3.0)m
Chloronome of size (2.50 x 1.80 x 3.0)m as per type design. | 3 | Set | 5,47,000 | ₹16,41,000 |
| 2 | Bye pass chamber | 3 | Set | 24,000 | ₹72,000 |
| 3 | I class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials labour, T& p etc. required for proper completion of the work (Extra Pl Ht)
C/C Length Of P.H. - 23.44M. | 36.39 | Cum. | 6,116.62 | ₹2,22,583.8 |
| 4 | supply and filling of earth in to plinth including all labour T&P & watering ramming dressing etc
complete. | 56.08 | Cum. | 301 | ₹16,880.08 |
| 5 | OVER HEAD TANK
Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911 including submission of structural design and drawing prepared by authorized strucural engineer and approved by the department including 3m extra height
700 K.L. with 22 M staging
(i)All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456
(ii)Minimum depth of founditation below original ground level will be 2.0 M.
(iii)Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part- III for wind load on structure. | 11,00,000 | Ltr | 14 | ₹1,54,00,000 |
| 6 | Testing of bearing capacity of soil from a reorganized Govt. Engineering College or as directed by department. | 1 | Job | 1,00,000 | ₹1,00,000 |
| 7 | Extra Inlet for Iind IIIrd TW | 2 | Job | 50,000 | ₹1,00,000 |
| 8 | Supply of 200mm dia PVC pipe as per latest/relevant I.S. specification including all taxes and insurance etc.
F.O.R. destination for disposal of water from overflow and washout chamber to suitable points outsides the water works
compound including excavation. | 30 | RM | 607 | ₹18,210 |
| 9 | RISING MAIN
Supply of the following sizes of
D.I. pipes Class K-7 conforming to latest I.S. 8329/2000 complete in all respect F.O.R. destination including all taxes and insurance.Make Tata,Appolo or Jindal
200mm dia K-7 | 1,240 | Mtr | 2,127 | ₹26,37,480 |
| 10 | Supply of D.I. S/S or flanged Specials conforming to I.S. 8329/2000 Suitable for above C.I.S/S pipe F.O.R destination including all Taxes and insurance. | 124 | Mtr | 2,127 | ₹2,63,748 |
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