National Institute Of Technology Tender
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National Institute Of Technology - NIT Tender
Civil And Construction
Eprocure
Opening Date18 Jan 2025
Closing Date7 Feb 2025
Tender AmountRefer Documents
Costs
EMD
₹ 25,200Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Providing And Laying Of Interlocking Paver Block
Description
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Contact
Tender Id
2025_NK_845060_1Bid Award Id
ViewTender No
SEO/CIVIL/29/24-25Tender Authority
National Institute Of Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
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All kinds of soil.
66.78
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Concrete Work
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
2.67
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1:4:8 (1 Cement : 4 coarse sand(zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
64.9
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Road Work
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Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
582.19
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
11.8
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Evaluation Notes How It Works ?
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