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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 CrAccepted-AOC | ₹10.7 Cr | L1 | Accepted-AOC LOWEST |
| 2 | L2₹10.8 Cr+₹10.8 L (1.01%)Rejected-AOC | ₹10.8 Cr+₹10.8 L (1.01%) | L2 | Rejected-AOC COMPARATIVELY HIGH |
Tender Value
₹9.9 Cr
EMD Value
₹19.7 L
Closing Date
20 Jan 2026, 3:00 pmClosed
Executive Engineer, WR DIV-III, Udaipur
O/o EE, WR DIV-III, Udaipur, Gomati, Tripura
Construction of 2 Two RCC Sluice gate at Kusamara GP Jamjuri GP and 1 one anti erosion work along the left bank of Gomati river under Udaipur Municipal Council Part XI Implementation of SNA SPARSH Model SH Construction of Sluice gate with vertical st
2025_CEWR_68752_1
21/CE/PWD(WR)/ACE(P AND DU)/DNIeT/2025-26
Open Tender
Civil Works - Others
Percentage
Udaipur
Please refer Tender documents.
7 documents required · 7 mandatory
₹10,000
₹19.7 L
O/o EE, WR DIV-III, Udaipur, Gomati, Tripura
10 Jun 2026
31 Dec 2025
20 Jan 2026
31 Dec 2025
20 Jan 2026
31 Dec 2025
31 Dec 2025 - 15 Jan 2026
17 Jan 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 | Earth work in excavation by mechanical means(hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed (a)All kinds of soil | - | cum | 179.9 | - |
| 2 | Earth work in excavation by mechanical means(hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed (b) Extra for additional lift of 1.50 mtr part thereof.
-All kinds of soil | 0.8 | cum | 66.1 | ₹52.88 |
| 3 | Excavation in foundation of the Diversion structure in all kind of soil including sand ,silt stiff clay , dry or moist as per designed section, removing , despositing and stacking of soil in marginal bandh, guide bandh back filling of abutment wall etc in layer of 200mm thick for making bandh etc as per approved profile or as directed by Eng-In-charge within an initial lead of 100m and all lifts, breaking clods rough dressing including neccesary bailing etc out or water complete. | - | cum | 316.1 | - |
| 4 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers,dressing up, in embankment for roads, flood banks, marginal banks and guide banks or filling up ground depressions lead up to 50 m. and lift up to 1.5 m. in ordinary soil
- All kinds of Soil | - | cum | 556 | - |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering lead up to 50 m. and lift up to 1.5 m. -All kinds of soil | - | cum | 161.3 | - |
| 6 | Earth filling in guide bundh, marginal bundh, back filling by mechanical carriage distance up to 2 km. | - | cum | 161.3 | - |
| 7 | Supplying and filling in plinth sand under floor, foundations etc. with sand (fine) from local quarry with all lifts in/c spreading in horizontal layers, watering, grading to required slope, rammimg, consolidating and compacting each layer by using plate compactor or by any suitable method complete. | 1 | cum | 1,177.3 | ₹1,176.12 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. -All work upto plinth level:
a) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) | - | cum | 10,249.1 | - |
| 9 | Plain / Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement). E) RCC Grade M 25.
Case - I : Using Concrete Mixer. | - | cum | 11,291.7 | - |
| 10 | Plain / Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement) C) RCC Grade M 20.
Case - I : Using Concrete Mixer. | - | cum | 10,802.7 | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_69944.pdf
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DNIeT.pdf
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BOQ_69944.xls
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