Directorate Of Ports And Inland Water Transport Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PIWT_69249_1Tender No
01 / FED-2021-2022Tender 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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Supplying, filling in foundation and plinth with good quality of filling sand including watering and ramming, poking & compacting including cost, conveyance, royalties, taxes of the materials, cost of all labour, labour cess, T&P etc. required for the work etc. complete as directed by the Engineer-in-Charge.
II. Gear Shed- 25.78 Cum. Total. 25.78 Cum
25.78
-
531.5
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Providing and laying Plain Cement Concrete of proportion (1:3:6) in foundation and floors using 4 cm size black hard crusher broken granite stone metal and screened washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, taxes of all materials and cost of all labours, labour cess, T&P etc required for the work including shoring, shuttering and dewatering if required including hire & running charges of all machineries required for the work etc. complete as directed by the Engineer-in-charge.
I. Main Gate & Raising of Compound Wall-7.21 Cum.
II. Gear Shed- 17.19 Cum. Total. 24.40 Cum.
24.4
-
4428.7
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R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 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 where ever 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.
I. Main Gate & Raising of Compound Wall-19.43 Cum.
II. Gear Shed- 30.57 Cum. Total. 50.00 Cum
50
-
4733.1
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First Floor
I. Gear Shed- 19.93 Cum. Total. 19.93 Cum.
19.93
-
4815.1
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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.
Ground Floor
I. Main Gate & Raising of Compound Wall-25.19 Qtl.
II. Gear Shed- 40.99 Qtl. Total. 66.18 Qtl.
66.18
-
6399.8
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First Floor
I. Gear Shed- 17.93 Qtl. Total. 17.93 Qtl.
17.93
-
6423
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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.
-
-
-
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R.C.C. Beams, Columns, Grider and Bressmer etc.
Ground Floor.
I.Main Gate & Raising of Compound Wall-222.79 Sqm
II. Gear Shed- 130.67 Sqm Total. 353.46 Sqm
353.46
-
728.4
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R.C.C. Lintel- Ground Floor
I. Gear Shed- 4.87 Sqm Total. 4.87 Sqm
4.87
-
265.2
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R.C.C. Floor and Roof Slab, Landing, Balconies, Projecting, sunshades and Chajjas
Ground Floor
I. Gear Shed- 111.61 Sqm Total. 111.61 Sqm
111.61
-
429.8
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R.C.C. Beams, Columns, Grider and Bressmer etc.
First Floor.
I. Gear Shed- 68.68 Sqm Total. 68.68 Sqm
68.68
-
874
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R.C.C. Floor and Roof Slab, Landing, Balconies, Projecting, sunshades and Chajjas
First Floor
I. Gear Shed- 111.61 Sqm Total. 111.61 Sqm
111.61
-
515.7
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R.C.C. Lintel- First Floor
I. Gear Shed- 4.87 Sqm Total. 4.87 Sqm
4.87
-
318.3
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Providing 2.5cm thick grading concrete (1:2:2) using 6mm. size hard black granite crusher broken chips and screened, washed sharp sand of approved quality and from approved quarry including mixing, hoisting lowering and laying concrete with watering curing in all floors with cost, conveyance, royalties, taxes of all materials, cost of labour, labour cess, T&P etc. required for the work complete as directed by the Engineer-in-Charge. I. Gear Shed- 105.84 Sqm Total. 105.84 Sqm
105.84
-
296.8
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Brick work with Fly ash bricks of 25 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).
I. Gear Shed- 10.96 Cum. Total. 10.96 Cum.
10.96
-
4670.8
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Brick work with Fly ash bricks of 25 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 (Super Structure).
I. Main Gate & Raising of Compound Wall- 9.87 Cum.
II. Gear Shed- 21.64 Cum. Total. 31.51 Cum
31.51
-
4703.9
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Brick work with Fly ash bricks of 25 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 (Super Structure- First Floor).
I. Gear Shed- 21.53 Cum. Total. 21.53 Cum
21.53
-
4963.5
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Providing 12 mm thick cement plaster over brick work with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with 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- Outside. I.Main Gate & Raising of Compound Wall- 259.46 Sqm.
II. Gear Shed- 151.27 Sqm Total. 410.73 Sqm.
410.73
-
151.8
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Providing 12 mm thick cement plaster over brick work with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with 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- Inside. I.Gear Shed- 270.00 Sqm Total. 270.00 Sqm.
270
-
151.8
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Providing 12 mm thick cement plaster over brick work with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with 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- First Floor- Outside. I.Gear Shed- 138.22 Sqm Total. 138.22 Sqm.
138.22
-
157.2
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Providing 12 mm thick cement plaster over brick work with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with 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- First Floor - Inside. I.Gear Shed- 270.00 Sqm Total. 270.00 Sqm.
270
-
155
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Fixing Vetrified tiles in floors treads or steps and landing on 25mm thick cement mortar (1:1) (1 cement : 1 Course sand) filling joints with white cement of approved quality including mixing, hoisting lowering and laying concrete with watering curing in all floors with cost, conveyance, royalties, taxes of all materials, cost of labour, labour cess, T&P etc. required for the work complete as directed by the Engineer-in-Charge Ground Floor. I. Gear Shed - 87.37 Sqm. Total. 87.37 Sqm.
87.37
-
965.1
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Fixing Vetrified tiles in floors treads or steps and landing on 25mm thick cement mortar (1:1) (1 cement : 1 Course sand) filling joints with white cement of approved quality including mixing, hoisting lowering and laying concrete with watering curing in all floors with cost, conveyance, royalties, taxes of all materials, cost of labour, labour cess, T&P etc. required for the work complete as directed by the Engineer-in-Charge First Floor. I. Gear Shed - 106.87 Sqm. Total. 106.87 Sqm.
106.87
-
974.7
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Fixing Vetrified tile in dados skirting and risers of step on 12mm thick cement plaster(1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing complete including cost, conveyance and other charges etc. complete in all respect as per specification and direction of Engineer-in-charge Ground Floor. I. Gear Shed- 12.93 Sqm. Total. 12.93 Sqm.
12.93
-
1010.1
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Fixing Vetrified tile in dados skirting and risers of step on 12mm thick cement plaster(1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing complete including cost, conveyance and other charges etc. complete in all respect as per specification and direction of Engineer-in-charge First Floor. I. Gear Shed- 22.68 Sqm. Total. 22.68 Sqm.
22.68
-
1024.5
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P.C.C. work of M-20 grade having minimum compressive strength in work test of 200 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 where ever 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.
I. Gear Shed- 6.40 Cum. Total. 6.40 Cum
6.4
-
4733.1
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Painting two coats with any approved Enamel Paint over a coat of any approved primer inclding cost of paint and labour including cost, conveyance, taxes of all materials cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge.
I. GearShed- 115.20 Sqm. Total. 115.20 Sqm.
115.2
-
193.7
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Distempering to walls with distemper of approved shade on old work one coat to give an even shade of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent including cost, conveyance, taxes of all materials, cost of all labours, labour cess, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge Ground Floor.
I. Gear Shed - 270.00 Sqm. Total. 270.00 Sqm.
270
-
124.6
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Distempering to walls with distemper of approved shade on old work one coat to give an even shade of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent including cost, conveyance, taxes of all materials, cost of all labours, labour cess, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge First Floor.
I. Gear Shed - 270.00 Sqm. Total. 270.00 Sqm.
270
-
127.5
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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 primer with water bond cement primer in all heights with all scaffolding and stging charges including cost, conveyance, taxes of all materials cost of all labours, T & P, sundries etc. as required for the work complete including cost, conveyance, taxes of all materials cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge- Ground floor.
I. Main Gate & Raising of Compund Wall- 259.46 Sqm.
II. Gear Shed - 151.27 Sqm. Total. 410.73 Sqm.
410.73
-
133.3
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First Floor.
I. Gear Shed - 138.22 Sqm. Total. 138.22 Sqm.
138.22
-
138.3
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Providing Fitting fixing of 50mm thick R.C.C. Jally as per approved design in cement mortar in position after cutting the groove etc complete including cost, conveyance, labour and taxes of all materials complete for ventilator including with cost, conveyance, taxes of all materials, cost of all labour, labour cess, T&P scaffolding etc. complete as directed by Engineer-In-Charge.
I. Gear Shed- 1.35 Sqm. Total. 1.35 Sqm.
1.35
-
500
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Fabrication and erection of Cow catcher of size 12.5 x 1.80 at Main gate, small gate using 3" heavy G.I pipe supported on ISMB 150 x 75mm with 50 x 50 x 6mm equal angle including cost conveyance of all material and fixing at site as per specification and direction of Engineer in charge.
I. Main Gate & Raising of Compound Wall- 10.71 Sqm. Total. 10.71 Sqm.
10.71
-
9454.4
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Fabrication and Errection of G.I. gate structure with 65mm / 40mm G.I. tata medium pipe Frame and placed 25mm G.I. pipe vertical @100mm c/c welding and fabricated with fixing of handle over (40 x 6) mm steel flat gurja and enamel painting 2 coat over a coat of primer including cost, conveyance, Royality and taxes of all material and labour as per specification and direction of Engineer-in-charge.
I. Main Gate & Raising of Compound Wall- 11.34 Sqm. Total. 11.34 Sqm.
11.34
-
5162.3
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Suppplying and fixing Rolling shutters of approved make, made of required size G.I laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides ad arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and G.I. top cover of required thickness for rolling shutters. I. Gear Shed- 57.60 Sqm. Total. 57.60 Sqm.
57.6
-
3172.5
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