Power Development And Non Renewable Energy Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PDNRE_13573_1Tender No
NIT-12-CD-II/PDC/L/2024-25Tender Authority
Power Development And Non Renewable Energy ViewPurchaser Address
-Website
http://tenders.ladakh.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
28
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. Internal roads :80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. (cobble stone pattern)
560
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-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
28
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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).
21
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-
Carriage of materials like cement, steel from source /crushers to site on an average of 5 km by MT
0.27
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Carriage of materials like sand, aggregates from source /crushers to site on an average by 10 km cum
94.5
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Evaluation Notes How It Works ?
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