Visakhapatnam Port Trust Tender
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Visakhapatnam Port Trust - VPT Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date15 Feb 2025
Closing Date10 Mar 2025
Tender Amount₹ 75,32,705
Costs
EMD
₹ 1,50,660Document Cost
₹ 1,770Tender Fee
Refer Documents
Summary
Providing Rcc Drain From R10 Railway Track To Joining Sl Canal Drain In Vpa
Description
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Contact
Tender Id
2025_VPT_226865_1Tender No
IENG/CP/EE (East)/T/91, Dt.14.02.2025Tender Authority
Visakhapatnam Port Trust ViewPurchaser Address
-Website
http://https://vizagport.com/
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BOQ Items
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Plain Cement Concrete 1:4:8 nominal mix (using 170kg of cement per m3 of finished concrete) using 40mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials.
79.5
4627
367850
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RCC M -30 mix in column footings, strip footings, raft foundations, plinth beams, bed blocks, cellular raft, plinth courses and similar types of works etc., using 20 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping and vibrating, finishing, curing, form work, cost of superplasticizer etc., as required and as directed by the Engineer-in-charge complete. All labour and materials, but excluding cost of reinforcement.
48
8124
389993
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RCC M- 30 mix for RCC piles, water tank walls and similar types of works using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating, finishing, curing, cost of super plasticizer etc., including necessary shuttering etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. but excluding cost of reinforcement.
43.8
9617
421231
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R.C.C M- 30 mix in precast slabs, fencing posts etc., using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing, cost of super plasticizer including necessary boxing, as required lifting and placing in position etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials but excluding cost of reinforcement.
36
8111
292003
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R.C.C M-30 for pre-cast units using 20 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing, cost of super plasticizer etc., including necessary boxing as required, transportation to any where in Port area by lorry or other means up to and including 5 KM lead handling, loading, unloading by Mechanical means (i.e by crane) lifting and placing in position etc., as required and as directed by the Engineer-in-charge complete. All labour and materials but excluding cost of reinforcement.
205.6
10633
2186258
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Supplying, placing and maintaining in position Ribbed Tor steel or Mild Steel reinforcing bars varying from 6 mm to 40 mm dia including straightening, cutting, bending, tying grills with annealed steel binding wire of 18 gauge (1.22 mm dia) including cost of binding wire, transportation to site etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.
472.56
5537
2616683
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Filling with 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 upto 50 m and lift upto 1.5m, as required and and as directed by the Engineer-in-charge complete.
255.96
147
37818
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Supplying of EX-200 exacvator at site of work for excavation/levelling and removing debris etc., with fuel, operator charges, incidental charges, hire charges and transporting the equipment to the site work. All labour, equipment, fuel and spares etc., as required and as directed by the Engineer-in-charge complete. (payment will be made for number of hours worked at site only).
64
1870
119680
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Bailing out water from foundations/ pipe line trenches with oil engine driven pump sets including hire charges, fuel charges and wages for the driver and helper etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.
1000
70
70850
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Dismantling RCC/PCC to the required lines and levels by using mechanical equipment of jack hammer including necessary compressor equipment, cutting bits, fuel operator charges, tools etc., or any other equipment, machinery and removing the debris with a lead of 50 m including cutting the reinforcement bars and stacking the useful materials, handing over the bars to stores etc., as required and as directed by the Engineer-in-charge complete.
64
862
55200
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Providing of Shoring and strutting for foundations/pipe line trenches of a single staging upto 2.5m etc.,as required and as directed by the Engineer-in-charge complete.
450
1782
80213
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Supplying structural steel such as MS angles, M S Flats etc., transporting to site of work including loading, unloading and stacking etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials.
4.87
44270
215596
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Fabricating, welding or revetting or bolting steel built up sections, trusses and framed work including cutting, drilling holes, hoisting, fixing in position and applying a priming coat of red-oxide paint etc., as required and as directed by the Engineer-in-charge complete. All labour and materials, but excluding cost of steel.
48.69
1801
87725
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Transportation of debris /excavated earth to a lead of 10km including loading, unloading at a place of unloading as required and as directed by the Engineer in Charge.Complete.
511.92
152
77996
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Supply of man mazdoor/women mazdoor/watchman/gang man/mazdoor (unskilled) to work in any site condtion etc., as required and as directed by th Engineer-in-charge complete.
30
655
19650
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Dismantling existing PSC B.G Track laid with 52 kg/90 R rails including removing all rails, PSC slepers, fittings, fastening etc., including stcking the released rails, sleepers and fittings etc., within a lead of 30 m at noominated place or yard, lift etc. under traffic working conditions including tools, plant and labour charges only.as required and as directed by the Engineer-in-charge, complete. All labour and materials.
0.04
70526
2751
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Linking of B.G track with 60kg/52 kg/90 R rails on new pre-stressed concrete sleepers with M+7 density with grooved rubber pads, MS.Liners and elastic rail clips including spreading of concrete sleepers, pairing and seating rails, bolting joints and fixing with liners and elastic rail clips to the guage, slewing to the alignment, levelling etc., including all leads and lifts, tools and plant etc., as required and as directed by the Engineer-in-charge, complete (labour charges only)
0.04
426107
16618
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Supplying and stacking of machine crushed granite metal ballast or 50 mm size at site of work along permanent way tracks etc.,as required and directed by the Engineer-in-Charge, complete with all leads and lifts. All labour and materials.
101.4
1434
145474
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Spreading ballast of granite metal along and across the p-way tracks within a lead of 50 m and lift of 2 m etc.,as required and as directed by the Engineer-in-Charge,complete Under traffic working conditions including tools and labour charges only.
101.4
190
19281
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Packing B.G railway track of pre-stressed concrete sleepers with metal ballast / gravel / crushed dust including lifting the track in stages so as to keep a ballast cushion of 25cm deep underneath the sleepers and packing the sleepers below the rail seat, slewing to the alignment 2nd packing throughout the length of the sleepers, slewing to the final alignment, to the required cant, gauge, level, picking up slacks, boxing and dressing etc., as required and as directed by the Engineer-in-Charge, complete under traffic conditions including plant, tools and labour charges only.
-
-
-
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First packing
0.12
129482
15149
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Second packing
0.12
109863
12854
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Third packing
0.12
109863
12854
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Earth work in surface excavation in hard/dense soils not exceeding 30 cm In depth but exceeding 1.5m in width as well as 10 m2 on plan including disposal of excavated earth upto 50 m lead and lift upto 1.5 m disposed soil to be levelled and neatly dressed etc., as required and as directed by the Engineer-in-charge, complete.
386.1
4382
16920
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