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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Finance DUNIYAGANJ DUNIYAGANJ PHULPUR PHULPUR ALLAHABAD UTTAR PRADESH 212402 | PRAYAGRAJ | UTTAR PRADESH | 212402 | -30.00% | ₹2.9 L | L1 | Admitted-Finance |
| 2 | L2₹3.7 L+₹78,353.08 (27.0%)Admitted-Finance | -11.11% | ₹3.7 L+₹78,353.08 (27.0%) | L2 | Admitted-Finance |
| 3 | L3₹3.8 L+₹88,930.12 (30.6%)Admitted-Finance | -8.56% | ₹3.8 L+₹88,930.12 (30.6%) | L3 | Admitted-Finance |
| 4 | L4₹4.0 L+₹1.1 L (38.6%)Admitted-Finance | -3.00% | ₹4.0 L+₹1.1 L (38.6%) | L4 | Admitted-Finance |
| 5 | L4₹4.0 L+₹1.1 L (38.6%)Admitted-Finance | -3.00% | ₹4.0 L+₹1.1 L (38.6%) | L4 | Admitted-Finance |
Tender Value
₹4.2 L
EMD Value
₹8,300
Closing Date
8 Jun 2026, 6:00 pmClosed
EE PWD DIV. ITAWA
EE PWD DIV. ITAWA
Various repair works under flood restoration in Section II of Sub-Division II, Itawa
2026_CEPWD_563768_9
EE PWD DIV. ITAWA NITNO-04/2026-27
Open Tender
Civil Works
Percentage
90 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
500 EE PWD DIV. ITAWA
₹8,300
Yes
11 Jun 2026
30 May 2026
9 Jun 2026
30 May 2026
8 Jun 2026
30 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 | Supplying, filling and stitching of empty cement bags either of plastic or jute with earth available at site, of weight not less than 40 Kg., including excavation etc. complete. | - | No | - | - |
| 2 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-II Material | - | Cum | - | - |
| 3 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 | - | Cum | - | - |
| 4 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. | - | No | - | - |
| 5 | Hydraulic Excavator 0.9 cum | - | Hour | - | - |
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