Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Weir Under Bridge Over Pandara Nallah At 11/800 Km Of Anantapur - Balibo - Mahulpal- Nilakanthapur Road In The District Of Dhenkanal For The Year 2021-2022istrict Of Dhenkanal For The Year 2021-2022
Description
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Contact
Tender Id
2021_EICCL_73408_2Bid Award Id
ViewTender No
26 of 2021-2022Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
Cement concrete of propertion (1:3:6) in foundation and floors using 40mm size clean hard black cursher broken granite metal of approved quality from approved quarry including lowering laying concrete in layers not exceeding 15cm thick to the required level ramming watering curing centering & shuttering etc. complete including cost conveyance royalty of all materials and all labour T&P required for the work etc. complete as per direction of the Engineer-in-charge.
16.2
-
4667.16
PCC Work M – 15 using 40mm & 10mm size black hard crusher broken granite stone chips including hoisting lowering laying and compact concrete by using vibrator watering and curing for 28 days finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance ,royalities of all materials and labour with T&P required for the work etc. complete as per specification & direction of the E.I.C
114
-
4514.33
RCC work of M-30 in column, beams, roof slab,Sloped Roof Slab,Stair Case, lintel and chajja, fins, shelves and floors slab in all floors having a minimum compressive strength ( in work test) 200kg/cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 10mm size to 20mm size black hard crusher broken granite stone chips (10mm size 40% & 20mm size 60%) of approved quality & from approved quarry including hoisting lowering laying and compacting concrete with centering & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary and providing required No. of fan hooks as required including cost, conveyance, royalties of all materials and cost of all labour with T&P required for the work etc. complete in all respect but excluding cost of MS rod / Tor steel and binding wire and labour charges for bending binding and tying the grills.(In all Floors)
-
-
-
Raft
360
-
5377.72
Pillar & Wall
60.88
-
9146.19
Labour charges for straightening the coiled or bend up M.S. rod / HYSD bars confirming to Gr. S 240 or Fe-500, cutting bending binding lapping placing welding etc. (Confirming to ISI specification) and jointing if necessary by lapping and tying the grills and placing in position as required for RCC work as per approved design hoisting lowering and laying in position including cost conveyance & taxes of M.S. rod / tor steel (Primary Producer like-SAIL/RINL/ TATA/ JINDAL STEEL/ SHYAM STEEL) make) and binding wire of 18 to 20 gauge (as approved by the deptt.) weight of over lapping, couping, welded joints, spaeer bar, chair, stage, hanger and binding wires shall not be considered for payment at all. Standard co-efficient of different size of the steel shall be considered. Welding & lapping should be confirming to relevant clause of IRC 1987 in Ground floor.
336.7
-
8937.48
Rough stone dry packing in aprons and revetments to designed thickness and slope using 30cm and above size hand broken granite stone of approved quality free from weathering skin and from approved quarry including filling the interstice with small stones, spalls etc. with cost, conveyance, royalty of all materials and cost of all labour with T & P required for the work etc. complete in all respects as per direction of Engineer – in – Charge.
1630.5
-
1728.76
Grouting approns and revetment 23cm deep with cement concrete (1:4:8) with 2.5cm broken granite metal with watering and curing including cost, conveyance, royalities of all materials & labour with T&P required for the work etc. complete as per specification & direction of Engineer-In-Charge.
1570
-
237.86
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