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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.0 LAdmitted-Fee/PreQual/Technical/Finance | -20.99% | ₹12.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹12.6 L+₹59,311.04 (4.92%)Admitted-Fee/PreQual/Technical/Finance | -17.10% | ₹12.6 L+₹59,311.04 (4.92%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹12.7 L+₹60,988.22 (5.06%)Admitted-Fee/PreQual/Technical/Finance | -16.99% | ₹12.7 L+₹60,988.22 (5.06%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹13.0 L+₹91,482.33 (7.59%)Admitted-Fee/PreQual/Technical/Finance W N 15 PO AZIMABAD DIST BALASORE PIN 756001 | BALASORE | BALASORE | ODISHA | 756001 | -14.99% | ₹13.0 L+₹91,482.33 (7.59%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L4₹13.0 L+₹91,482.33 (7.59%)Admitted-Fee/PreQual/Technical/Finance | -14.99% | ₹13.0 L+₹91,482.33 (7.59%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹15,300
Closing Date
8 Sept 2026, 4:00 pmClosed
SE
O/o the SE (R and B) Division-II, Baleshwar
Construction of Drain and Approach Road to ADTS Baleshwar for the year 2025-26.
2026_EICCL_139583_1
SE(R and B)BLS-II-16/2026-27
Open Tender
Civil Works - Buildings
Percentage
60 days
Baleshwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹15,300
Yes
9 Sept 2026
28 Aug 2026
8 Sept 2026
28 Aug 2026
8 Sept 2026
28 Aug 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 | Civil Works Clearing & grubbing road including uprooting rank vegetation, grass,bushes,shrubs saplings & Trees grith up to 300 mm removal of stumps of trees cut earlier & disposal of unsderviceable materials etc . complete including all labour, T&P etc. complete as directed by the Engineer in Charge. | - | Each Sqm | 8.63 | - |
| 2 | Providing supplying the Hydraulic Excavator of .90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirments of lines, grades and cross sections and transporting to embankment location with all lifts and leads up to 1000m etc including running and hire charges of excavator etc complete as per direction of Engineer-in-Charge. | - | Each Cum | 74.85 | - |
| 3 | Filling foundation and plinth with good dry coarse river sand free from organic materials in excavated trenches with watering and compacting with P.R.R including cost, conveyance, royalty and taxes of all materials, cost of labour, T&P articles required for the work etc complete as per specification and direction of engineer in charge. | - | Each Cum | 535.28 | - |
| 4 | Providing Cement concrete (1:3:6) having a specified characteristics compressive strength / target mean strength in works test and 28days curing after mixing using 40mm size clean hard granite crusher metal of approved quality from approved quarry including hoisting, lowering, laying concrete in layer not exceeding 15cm thick and compacting to the required thickness and curing etc. complete including cost, conveyance royalty and taxes of all materials and cost of labour ,T&P and other charges of machineries etc. required for the work as per specification & direction of the Engineer-in-charge. | 1 | Each Cum | 6,535.49 | ₹6,528.95 |
| 5 | Providing P.C.C. M-25 grade having minimum compressive strength of 300 kg/cm2 in 15cm cubes at 28 days using 20mm and down graded hard granite crusher broken chips of approved quality from approved quarry including watering, lowering, laying concrete, compacting with vibrator, curing for 28days with smooth centering & shuttering and finishing the exposed surface including cost, conveyance royalty and taxes of all materials and cost of labour, T&P and other charges of machineries etc. required for the work complete as per specification & direction of the Engineer-in-charge. | 1 | Each Cum | 6,269.75 | ₹6,263.48 |
| 6 | R.C.C. work M-20 in grade having a minimum compressive strength (in work test) 200 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth centering and shuttering and finishing the exposed surface including cost conveyance, royalties of all materials, cost of labour & T&P rand other machinsries required for the work complete but excluding cost and carriage of HYSD bars and cost of bending, binding tying the grills and etc. as per specification & direction of the Engineer-in-charge. Base | - | Each Cum | 6,628.43 | - |
| 7 | Drain Wall | 1 | Each Cum | 9,450.4 | ₹9,440.95 |
| 8 | Drain Slab | - | Each Cum | 8,746.79 | - |
| 9 | Supplying Cutting,bending un- coated HYSD bars,for reinforcement tying the grills and placing in position as required for the RCC works and for providing fan hooks hoisting and lowering,laying including cost,conveyance of HSYSD bars and binding wires of 18 to 20 gauge required for the work and bending binding and tying the grills ( Payment will be made on weight of HYSD bars only and no separate payment will be made towords the weight of binding wires) as per direction of the Engineer-In-Charge. | 1 | Each Qntl | 10,183.6 | ₹10,173.42 |
| 10 | Construction of embankment with approved materials obtained from borrow pits with all lifts and leads as per Clause 305 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (4th Revision) & direction of the Engineer in - Charge | - | Each Cum | 270.57 | - |
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