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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accept |
| 2 | Accepted-Technical | Accepted-Technical Accept |
| 3 | Accepted-Technical | Accepted-Technical Accept |
Tender Value
₹3.4 L
EMD Value
₹6,780
Closing Date
10 Jun 2026, 6:00 pmClosed
XEN RMC DIVISION-II CAD ANTA
XEN RMC DIVISION-II CAD ANTA
Urgent Bank Strenthening work along Laxmipura distributary Santoshpura Village to Phoosod Village.
2026_CADKO_564471_13
nit 05 of 2026-27
Open Tender
Civil Works - Canal
Percentage
90 days
Anta
Urgent Bank Strenthening work along Laxmipura distributary Santoshpura Village to Phoosod Village.
2 documents required · 2 mandatory
₹200
XEN RMC DIVISION-II CAD ANTA
₹6,780
Yes
17 Jun 2026
6 Jun 2026
11 Jun 2026
6 Jun 2026
10 Jun 2026
6 Jun 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 | 18.1 Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.
18.1.2 Thick | 1,125 | sqm | 2.5 | ₹2,812.5 |
| 2 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 1200mm ( Excluding Labour Charges )
N-2 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (diametre) 1200mm (Labour Charges only) | 17.5 | RM | 6,085 | ₹1,06,487.5 |
| 3 | Earth work in rough (borrow area) excavation for embankments in hard
soil, morrum or highly weathered strata dry or moist, including laying in
20 cm layers (before compaction) and breaking of clods, sorting of grass,
pebbles etc. and dressing when compacted by vibro compactor, vibro
sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry
density of at least 98% of Standard Proctors density with initial
lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.
(a) With initial lead of 250 m Deduct in item no 5.16.1 to 5.16.4 above if Standard Proctors density to be
achieved is at least 95% | 2,134.44 | Cum | 97 | ₹2,07,040.68 |
| 4 | Compaction of earth or highly weathered strata
(a) By manually or plain roller. (density 90% of Proctor) | 1,067.22 | Cum | 21 | ₹22,411.62 |
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_1005060.xls
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