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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.8 LAdmitted-Finance | -0.05% | ₹7.8 L | L1 | Admitted-Finance |
| 2 | L2₹7.8 LAdmitted-Finance | -0.01% | ₹7.8 L | L2 | Admitted-Finance |
| 3 | L3₹7.8 LAdmitted-Finance | +0.00% | ₹7.8 L | L3 | Admitted-Finance |
Tender Value
₹7.8 L
EMD Value
₹15,614
Closing Date
29 Apr 2026, 5:00 pmClosed
AMA
ZILA PANCHAYAT GORAKHPUR
GRAMSABHA ASTHAULI (MADIYAHWA TOLA) ME PULIYANAHAR KI OR HUME PIPE NAALI NIRMAN
2026_UPPRD_1134089_35
07-10/PWC-ZPGKP/2026-2027 Dt 06-04-2026
Open Tender
Civil Works
Percentage
120 days
GORAKHPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
ACO
₹15,614
14 May 2026
9 Apr 2026
30 Apr 2026
9 Apr 2026
29 Apr 2026
9 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 |
|---|---|---|---|---|---|
| 1Civil Work | |||||
| 1.01 | Excavation in cutting in soil by manual means with lead (S I NO-151) | - | cum | - | - |
| 1.02 | Plain cement concrete M10 nominal MIX (1:3:6) | 1 | cum | - | - |
| 1.03 | Local sand | 1 | cum | - | - |
| 1.04 | providing and laying reinforced cement concrete pipeN P 3 as per design in single row (450 mm) | - | cum | - | - |
| 1.05 | Brick masonary work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clauses 600,1202, & 1203 | 1 | cum | - | - |
| 1.06 | Plastering with cement mortar (1:3),15 mm thick on brickwork in substructure as per technical specification clauses | 1 | sqm | - | - |
| 1.07 | RCC Grade M25 | - | cum | - | - |
| 1.08 | Supply, fitting and placing MS BAR reinforcement as per TS Clauses 1002,1010 and 1202 | - | qtl | 1 | - |
| 1.09 | S/F of Sign Board & Photography | - | No | - | - |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_2119192.xls
BOQ • 0.24 MB
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