Directorate Of Ports And Inland Water Transport Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_PIWT_82423_1Bid Award Id
ViewTender No
eTCN-16/FED/22-23Tender Authority
Directorate Of Ports And Inland Water Transport ViewPurchaser Address
-Website
http://http://ct.odisha.gov.in/content/1/7
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Documents
BOQ Items
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Straightening cutting, bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S. rods or Tor steel confirming to I.S. 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C. works including cost, conveyance and taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge confirming to I.S. 280 (galvanized minimum 1 mm) and cost of all labour, labour cess, all T&P required for the work etc. complete as directed by the Engineer- in-Charge.
(Brand of Steel - SAIL )Measurement of reinforcement will be made on lengthwise including hooks, if any, separately for different diameter as actually used in work, excluding overlaps, from the length so measured, the weight of reinforcement shall be calcuted in quintals by multiplying the coefficient per unit length of bar as per code of the respective size of bars used on the basis of wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding & placing shall not be measured as the cost of these items has already been included in the analysis of rates for reinforcement as per rule in force.
174.52
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8860.8
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Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. foundation and footing bases of columns mass concrete pre-cast slab etc.
572.8
-
107
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Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-
Charge.R.C.C. Lintels.
137.7
-
283.1
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Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after casting in all floors & all heights including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer-In-Charge.
R.C.C. Column
460.98
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762.7
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R.C.C. work of M-30 grade having minimum compressive strength in work test of 300 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads whereever necessary in all floors including cost, conveyance, royalties and taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.
Ground Floor.
Pile cap, grade beams etc
174.52
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5334.8
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Brick work with K.B.Bricks of 23 Cm. x 12 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance ± 2 percent in cement mortar (1:4) etc. complete including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, all T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge. (Foundation & Plinth)
77.46
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4437.3
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Brick work with K.B.Bricks of 23 Cm. x 12 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with dimensional tolerance ± 2 percent in cement mortar (1:4) etc. complete including cost, conveyance, royalties, taxes of all materials, cost of all labour, labour cess, all T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge. (Superstructure)
142.52
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4470.3
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20mm sand faced cement plaster on walls upto height 10.0 M above G.L. consisting of 12 MM th. Backing coat of C.M. 1:3 (1 cement : 3 sand) and 8 MM th. Finishing coat of C.M.1:1 (1 cement : 1 sand) etc. including watering and curing, rounding of corners, providing grooves whereever necessary with cost, conveyance, royalties and taxes of all materials cost of all labour, labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.
2184.64
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228.2
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Wall painting two coats with 100% Acrylic emulsion paint (1st quality) exterior grade of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent to make an even finished surface over a coat of any approved primer with water bond cement primer in all heights with all scaffolding and staging charges including cost, conveyance, taxes of all materials, cost of all labours, T & P, sundries etc. as required for the work complete in all respect as directed by the Engineer-in-charge.
2184.64
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138
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Providing, fitttings, fixing of 600mm high spike grill over existing compound wall made out of (25x25x6) mm vertical stay angle fabricated with 10mm vertical square bar supported by 2 layer (25x6)mm flat -4 nos to be fixed with C.C M20 and bolting if necessary including cost of all materials, labour, taxes as per drawing, design, specification and direction of Engineer-in-charge.
459
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1693
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Painting two coats of any approved Enamel Paint over one coat of any approved primer on new work including cost , conveyance, taxes of all materials, labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.
120.49
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197.6
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