Irrigation Department Tender

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Irrigation Department Tender

Works

Civil And Construction

Civil Works Others

Eprocure

Opening Date11 Feb 2025

Closing DateCancelled

Tender Amount₹ 27,11,632

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Costs

EMD
₹ 50,000
Document Cost
₹ 2,760
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2025_Irrig_736888_1
Tender No
IRR/IA/TR/2749/2024_5_1_1/2
Tender Authority
Irrigation Department View
Purchaser Address
-
Website
http://http://www.irrigation.kerala.gov.in/

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Documents

Tender Notice-159.9 kBTendernotice_1.pdf

nit

BOQ-1332.3 kBBOQ_1181691.xls

boq

Document-21.7 MBsbd.pdf

biddoc

Document-149.5 kBTender_Detail_2025...Tender_Detail_2025_Irrig_736888_1.html

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BOQ Items

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55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

Quantity14.01

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Amount -

55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

Quantity4.67

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55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

Quantity4.51

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Amount -

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Quantity16.2

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5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

Quantity162

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Amount -

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Quantity519

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55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.

Quantity519

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4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

Quantity24.36

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Appendix-B-Sreerangam-Panchavan Mukku Road-Side Concrete

Quantity-

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OD45155/2023-2024:Providing Granite name board of size 75cmx60Cm fixing in brick frame work of size 120cmx90cm above ground level painting and lettering etc complete

Quantity1

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4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity44.29

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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Quantity29.76

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OD26311/2024-2025:Filling with Quarry Muck - Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc, complete for improving the CBR value of subgrade.

Quantity12.18

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Appendix-C-Porookkara Mosque-Cheeralathu Mukku Road

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3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

Quantity1260

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55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

Quantity4.11

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Amount -

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

Quantity4.11

Rate-

Amount -

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

Quantity50.5

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Amount -

55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

Quantity16.83

Rate-

Amount -

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Quantity104.8

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Amount -

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

Quantity1048

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Amount -

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Quantity1870.4

Rate-

Amount -

55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.

Quantity1870.4

Rate-

Amount -

4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method

Quantity26.88

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Amount -

Appendix-D-Porookkara Mosque-Cheeralathu Mukku Road-Concrete Road Portion

Quantity-

Rate-

Amount -

OD45156/2023-2024:Providing Granite name board of size 75cmx60Cm fixing in brick frame work of size 120cmx90cm above ground level painting and lettering etc complete

Quantity1

Rate-

Amount -

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Quantity54

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Amount -

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Quantity35.4

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Amount -

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