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Tender For Construction Of Wbm Approach Road At Km 11.500, Km 8.200, Km 9.480, Km 13.500, Km 15.400, Km 16.120, And Km 37.020 And Canal Lining In Upstream And Downstream Of Kyolari Aqueduct At Arjun Feeder Canal., mahoba-Uttar Pradesh

Irrigation Department has published Tender For Construction Of Wbm Approach Road At Km 11.500, Km 8.200, Km 9.480, Km 13.500, Km 15.400, Km 16.120, And Km 37.020 And Canal Lining In Upstream And Downstream Of Kyolari Aqueduct At Arjun Feeder Canal.. Submission Date for this Tender is 19-02-2024. Road Work Tenders in mahoba Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42226549
Tender For Construction Of Wbm Approach Road At Km 11.500, Km 8.200, Km 9.480, Km 13.500, Km 15.400, Km 16.120, And Km 37.020 And Canal Lining In Upstream And Downstream Of Kyolari Aqueduct At Arjun Feeder Canal.
Open Tender
Indian
Uttar Pradesh
mahoba
19-02-2024

Tender Details

Construction Of Wbm Approach Road At Km 11.500, Km 8.200, Km 9.480, Km 13.500, Km 15.400, Km 16.120, And Km 37.020 And Canal Lining In Upstream And Downstream Of Kyolari Aqueduct At Arjun Feeder Canal.

Key Value

Document Fees
INR 4820 /-
EMD
INR 504000.0 /-
Tender Value
INR 2.51 Crore /-

BOQ Items

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Sl. No. Item Description
1The quantities given here under are tentative. They can vary on either side upto any extant,the contractor shall have no claim on account of changes and shall be paid of the quantities as physically met at site reach of work for complete work. (Rate are excluding GST)
2Earth work in filling in mar, kabarm ranker & Kanker Mixed Soilwith all lead upto 595m and initial lift including mechanical compaction dressing and all cost of material labour T&P etc. complete.
3Blanket Coat Construction of granular Sub-base grade-IIIrd by providing well graded material, for blanket coat 15cm compacted thicknes spreadingin uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with Smooth wheel roller to Achieve the desired density. complete as per technical specification caluse 401.
4Granular Sub-Base with well graded material (400.1) Construction of granular Sub-base by providing well graded material spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with Smooth wheel roller to Achieve the desired density. complete as per technical specification caluse 401.
5Water Bound MacadamSub-base/base WBM Grading-II Providing, laying, spreading and compacting of 45-63 mm stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
6Water Bound MacadamSub-base/base WBM Grading-III Providing, laying, spreading and compacting of 22.4-53 mm stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
7Earth work in making Sub grade correcting section from 1:1.4 to 1:1.5 in side slopes etc. including soi; mixed with kanker, boulder etc., compaction and dressing .
8Preparation of sub grade for lining work excluding cost of earth work with labour, T&P etc. complete.
9Providing and laying cement concrete M – 20 gradecast - in- situ sleeper200 x 200 mm size includingcost of all material, labour charges and T&P etc.
10Centering and Shutteringfor concrete work.includingcost of all materials, labour and T&P etc. complete.
11Layingsteel reinforcement including cutting, bending, binding in position including material, binding wire, labour, T&P etc. required for proper completion of work.
12Providing and laying200 thick coarse sand in drain and in layers as per drawing including cost of all material, labour charges and T&P etc.
13Laying 100 mm thick R.C.C. M-20 lining in bed and slopes with copping on berm including cost of all material, labour and T&P etc. required for proper completion of work.
14Supplying and laying P.V.C. seal 150 mm wide and 6 mm thick at joints on sleeper including cost of all materials, labour, T&P etc. required for proper completion of work.
15Making construction joint painting with primer and filling with sealing compoundincluding cost of all material, labour and T&P etc.
16Painting on top of sleeper with bitumen including cost of all material, fuel for heating, labour and T&P etc. required for proper completion of work.
17Providing and fixing 50 mm Dia. PVC pipe in sleeper at 5 m C/C in panelsincludingcost of all materials, labour and T&P etc. complete.
18Providing and Laying 200 micron thick L.D.P.E. film to cover the Surface Area under the Lining including all cost of material, Labour, T&P etc. for proper completion of work.
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