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Tender Value
₹5.0 L
EMD Value
₹9,935
Closing Date
19 Aug 2026, 12:30 pmClosed
Executive engineer
EE APS 1 WRD sri vijaynagar
Urgent repair of breached portion of Silwani Distributary between RD 39 to 40, RD 40 to 41 and RD 51 to 52
2026_WRDAS_588309_3
NIT No 02/26-27 of EE WR APS Dn I SBNR
Open Tender
Civil Works
Percentage
Silwani
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
EE SBNR
₹9,935
Yes
19 Aug 2026
18 Aug 2026
19 Aug 2026
18 Aug 2026
19 Aug 2026
18 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 |
|---|---|---|---|---|---|
| 1Urgent repair of breached portion of Silwani Distributary between RD 39 to 40, RD 40 to 41 and RD 51 to 52 | |||||
| 1.01 | 6.96.9 Extra on earthwork for laying in 15 to 25 cms layers including Dressing & Watering as per
specifications (Water to be made available by the department at one place of work site). | 250.43 | CUM | 14.1 | ₹3,531.06 |
| 1.02 | 6.3.16.3 Earth work excavation in ordinary soil for distributaries and minors having discharge less
than 10 cumecs;
6.3.1 Kassi work undressed. | 177.43 | CUM | 42.5 | ₹7,540.78 |
| 1.03 | 6.176.17 Ramming of earthwork in layers by wooden or iron rammers as per specifications to
attain a density 90% of Maximum Dry Density. | 134.1 | CUM | 20 | ₹2,682 |
| 1.04 | 6.146.14 Dressing of earthwork. | 134.1 | CUM | 1.3 | ₹174.33 |
| 1.05 | 6.25.16.25.1 Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having
vertical height upto 0.75 m., kassi work including rehandling with dressing of earthwork. | 85.1 | CUM | 60 | ₹5,106 |
| 1.06 | 6.11.26.11 Earthwork rehandling undressed,
6.11.2 Earthwork undressed with combined lead upto 50m | 250.43 | CUM | 38.5 | ₹9,641.56 |
| 1.07 | 6.186.18 Dressing of dowels in addition to payment for dressed earthwork if top width of dowel is
less than 1 metre. | 223.84 | RM | 1.9 | ₹425.3 |
| 1.08 | 7.14.2.27.14.2 Providing & Laying Cement Concrete Lining 7.50 Cms. thick cast in situ 1:2:4 (1 cement : 2 Bajri (Coarse Sand) : 4 grit (Graded coarse aggregate 20 mm nominal size)) including
use of mechanical mixer, formwork & Vibrator, applying primer confirming to IS : 3384 on panel
side, finishing, etc. as per specifications complete in all respect including cost of primer.
7.14.2.2 On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days. | 561.86 | SQM | 508 | ₹2,85,424.88 |
| 1.09 | 7.77.7 Providing & Laying in position cement concrete for Canal Dowel foundation, including
curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size. | 8.56 | CUM | 4,975 | ₹42,586 |
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