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Tender Value
₹99.6 L
EMD Value
₹2.0 L
Closing Date
11 Jun 2026, 5:00 pm5d left
EO
NPP Gola Gokarannath
Gola Gokarannath Simantragat Sthit Holika Talav ka Saundarikaran ka karya
2026_DOLBU_1145242_1
54 dated 28-04-2026 work 1
Open Tender
Civil Works
Gola Gokarannath
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
EO
₹2.0 L
5 May 2026
5 May 2026
12 Jun 2026
5 May 2026
11 Jun 2026
5 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 | Clearing and grubbing road land incluiding uprooting wild vegetation, grass, brushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of uncerviceable materias and stacking of serviceable materialto be used or unctioned, upto a lead of 1000 m incluiding removal and disposal of 100 organic soil not exceeding 150 mm in thickness as per technical specification Clauses 201 | 4,549 | Sqm | 6 | ₹27,294 |
| 2 | Loosening,Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 9,098 | Cum | 49.1 | ₹4,46,711.8 |
| 3 | Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm) (DSR No 13.44.1 / 2021) | 328.3 | Sqm | 97.6 | ₹32,042.08 |
| 4 | Extra for every additional lift of 1.5m or part there of in excavatum/banking excavated or stacked materials All kinds of soil | 2,274.5 | Cum | 104.5 | ₹2,37,685.25 |
| 5 | Excavation for roadwork in soil with Hydraulic Excavator of 0.9 cum bucket capacity including cutting and loading in tippers,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3. | 6,823.5 | Cum | 110.7 | ₹7,55,361.45 |
| 6 | Excavation in foundation soil (Loam clay or sand ) including left upto 1.5 meter and lead upto 30 mtrs. & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed Engineer in charge up to distance of 30m from the foundation trenches. All kinds of soil (UP PWD SITAPUR 2022, 2.6.1) | 349.96 | Cum | 125 | ₹43,745 |
| 7 | Earth work in excavation for structure as per drawing and technical specifications clause 305.1 including seting out, construction of shoring and bracng, removal of slumps and other deleterious materials and disposal upto a lead of 50 m. dressing of sides | 5.46 | Cum | 125 | ₹682.5 |
| 8 | Additional depth fro 1.5m to 3.0 m (20% of excavation lead above 1.5 m. 2.24.1 DSR 2021) | 2,274.5 | Cum | 132.84 | ₹3,02,144.58 |
| 9 | 12 mm Plaster (1:6) cement sand mortar | 104.24 | Sqm | 180 | ₹18,763.2 |
| 10 | 12 mm cement plaster of mix : 1:3 (1 cement: 3 coarse sand) (UP PWD sitapur 2022, 13.7.1) 1:3 (1 cement: 3 coarse sand) (UP PWD sitapur 2022, 13.7.1) | 1,031.8 | Sqm | 220 | ₹2,26,996 |
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