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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.5 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹14.3 Cr+₹71.1 L (5.25%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹15.9 Cr+₹2.3 Cr (17.2%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹18.2 Cr+₹4.7 Cr (34.7%)Admitted-Finance N 29 ADINATH NAGAR OPP WORLD TRADE PARK JAI JAWAN COLONY III MALVIYA NAGAR JAIPUR 302034 RAJ | JAIPUR | JAIPUR | RAJASTHAN | 302034 | L4 | Admitted-Finance |
Tender Value
₹15.2 Cr
EMD Value
₹30.5 L
Closing Date
16 Dec 2025, 6:00 pmClosed
Executive Officer Municipal Board Weir
Executive Officer Municipal Board Weir
Beautification and upgradation work of Pratap Canal Weir (Bharatpur)
2025_DLB_516635_1
E Nit Pratap Nahar Beautification 2422-2437 Dated 01-12-2025
Open Tender
Civil Works - Canal
Percentage
460 days
Executive Officer Municipal Board Weir
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
Executive Officer Municipal Board Weir
₹30.5 L
Municipal Board Weir
11 Feb 2026
2 Dec 2025
18 Dec 2025
2 Dec 2025
16 Dec 2025
2 Dec 2025
8 Dec 2025
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 including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer.
In area of light jungle | - | Hectare | 61,600 | - |
| 2 | Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bypass arrangement to bypass water with 1.5m lift from ground level and lead upto 50 m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for
For Depth upto 1.50 m | - | Cum | 406 | - |
| 3 | Earth work in excavation in foundation, trenches etc.including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level
In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
4.10.1.1 Depth upto 1.5 m
Outer periphery | - | Cum | 229.5 | - |
| 4 | Inner periphery | - | Cum | 229.5 | - |
| 5 | Carriage of Materials by mechanical
transport including loading, unloading and stacking ::Earth for silting | - | Cum | 254.76 | - |
| 6 | Construction of embankment with approved materials deposited at site available from roadway cutting and excavation from drain and foundation of other structures, graded and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 as per MoRT&H specification clause 305.- To the required slope | - | Cum | 66.5 | - |
| 7 | Providing and fixing Barricading at site of work for restricting the general public using 80-100 mm dia Wooden Ballies as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 80-100 mm Wooden Ballies as horizontal members with jute russies. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis) | - | MTR | 114 | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Outer periphery | - | Cum | 5,000 | - |
| 9 | Inner periphery | - | Cum | 5,000 | - |
| 10 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :
1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix)
Outer periphery | - | Cum | 6,410 | - |
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