Kolkata Port Trust Tender

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Kolkata Port Trust - KOPT Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date19 Nov 2024
Closing Date14 Dec 2024
Tender Amount₹ 54,71,092 
Notes
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Costs

Description

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BOQ Items

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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) a) With earth obtained from excavation of foundation.

80

77

6203.2

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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation withwater, ramming complete including the cost of supply of sand. (payment to be made on measurement offinished quantity)

80

936

74896.8

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Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. (Extra quantity of earth for filling shall be obtainedfrom road side borrow pits.)

1000

12

12200

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Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof

30

447

13410

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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof. (a) upto 150 mm. thick

30

939

28170

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Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof.

20

1956

39120

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Cleaning rubbish, sludge, liquid earth, mud,debris and other materials etc. from kutcha/ pucca surface drain of any size and up to 1.5 M deep including stacking the spoils within a lead of 75 mtrs. by manual means (Payment will be made on the basis of actual measurements of spoil in dry Condition).

180

331

59580

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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

300

361

108300

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Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Soling or dry pavement with one brick-on-edge laid in herring bone pattern (thickness 125 mm.)

100

570

57000

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Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary,hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening .

100

3194

319400

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Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

-

-

-

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On Bituminous Surface: (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg/sqm.)

150

11

1650

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On Granular Surface: (Using Bitumen Emulsion at the rate of 0.25 to 0.30 kg/sqm.)

450

11

4950

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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.Pakur Variety

30

6876

206280

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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Pakur Variety

30

7611

228330

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel Otherthan SAIL/TATA/JSW/ JSPL/SHYAM/SRMB/BMASL/ELECTRO STEEL/SSL

3

58662

175986

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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

10

5413

54130

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Plaster (to wall, floor, ceiling etc.) with sand and cemen mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course scaffolding / staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] With 1:4 cement mortar 15 mm thick plaster

500

167

83500

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Neat cement punning about 1.5mm thick in wall, dado,window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.

200

34

6800

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Making kutcha drain upto 450 mm. deep and upto 750 mm width to grade including trimming sides and beds, removing spoils to any distance and speading.

100

33

3300

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Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S- 12592(M.D) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 700 mm X 100 mm.Frame: 910 mm X 185 mm opening: 560mm Weight: 245 kg (approx)

6

4034

24204

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Hire charges of Earth mover / Excavator -cum -loader for 8 hours. including one no operator , one no. helper ,fuel etc. The rate inclusive of all expenses etc complete.

30

11057

331737.6

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Transport of ready mix bituminous material from Hot Mix plant including loading and unloading. Screening, spreading and laying complete.

30

1443

43308

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Supplying after procurement ready mix hot bituminous material [The rate is exclusive of carriage,loading & unloading laying roilling,tack coat etc.

30

8325

249750

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Removal of rubbish, earth etc.from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer –in-Charge.

600

166

99600

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Supplying ready mixed concrete of M 15 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item.[Cement to be supplied by the Manufacturer or supplier].

120

7765

931800

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Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:C006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC:SP: 63 (2018), from BIS license manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver used as a device for keeping minimum joint gap in between the paving blocks, as per Cl.No.3.26 of IS 15658) and of a specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per Cl.No.3.3 of IS: 15658) as per Table 2 of IS:15658 with flexural strength/breaking load as per Annexure G of IS:15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-33 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks in joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edge of cut blocks as per Cl. No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap. 100 mm thick. Grey

500

1433

716500

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Providing,laying,spreading and compacting graded stone aggregates to wet mix macadam specification including screening of aggregates from granular materials premixing the materials with water at OMC in wet mix plant, carriage of mix materials by tipper to site,laying in uniform layers with paver in sub base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density including supply of all materials, machinery, fuel and lubricants including incidental cost for lighting,guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per clause 406 of specification for Road and Bridge works of MORTH(5 th revision)

50

3366

168300

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Supply Air Compressor machine including labour, Operator, fuel permit etc. for 8 hours at desired location all complete.

20

8855

177100

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Supplying, spreading and compacting dry, clean Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Coarse Sand (Grading Zone I as per IS: 383- 1970). (The payment is to be made on the basis of the finished compacted volume.)

130

1927

250584.1

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Cleaning and removing conservancy garbage mixed with rubbish & other filthy materials from the road side flank, drain and compound including cutting, oading, unloading to and from truck or cart by Mathor labour & removing the same to any distance.

500

5662

28310

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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. By Mechanical Means, Bituminous Courses

400

277

110800

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Preparation and consolidation of sub-grade with power road roller of 8-12 tonne capacity after cutting existing road upto required depth, dressing to camber and consolidation with road roller including making good the undulation etc and re-rolling the sub-grade and disposal of surplus earth with lead upto 50 meters.

500

120

60000

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Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.

800

10

8000

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Taking out heavy type concrete cover slab from drain, culvert etc and refixing the same to original position using crow-bars, ropes, rod etc for facilating necessary cleaning of covered drain/ culvert work etc.

100

110

11000

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Urgent Providing & laying of Ready Mix Cat's instant Patch-Road repairing premix for Strand Bank Road and Interlinked roads of NHBQ, Chowinghee GH and other roads within jurisdiction of SE (Kol) within Kolkata as per specification for sealing the joint between paver blocks/concrete surface & flexible pavement to prevent further damage of flexible pavements including cleaning, dressing & necessary preparation of bed or joints, sealing may be done manually or mechanically all completed as directed. The rate involves cost of bitumen primer, transportation, laying, handing, compaction, labours & machinery, surcharge cost for round the clock & urgent work including profit excluding GST etc.

5000

28

140000

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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).

-

-

-

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(i) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work

150

369

55350

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(ii) 25 mm to 30 mm shuttering without staging in foundation.

200

209

41800

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Stone set pavement with the joints set close in cement mortar (1:6) excluding the cost of stone sets but including the cost of carriage thereof within a lead of 150 m. (i)When laid with a cushion of sand below (including cost thereof). (a) 100 mm thick pavement

250

59

14750

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(b) 125 mm thick pavement.

250

74

18500

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Supplying and laying brick Khoa of ordinary bats of size (38mmx63mm) of approved quality in100mm layer (loose) filling in gaps with small ones rammed and compact as directed true to level and grade.

500

159

79500

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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

200

24

4800

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Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision).

30

4988

149640

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Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.By mechanical means (i) From 25 mm to 50 mm thick.

1000

3

3800

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Emergency Necessary measures for the safety of traffic during construction or repairing work and provide, erect barricades, including signs, marking, flags, lights and flagmen as per the traffic management plan for PN Banerjee Road, Graham Road& SMPK's site office approach road in consultation with the Engineer. The rate involves surcharge cost for emergency nature & round the clock work. Payment may be made on projected area of barricades.

200

220

44000

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Loading, unloading and carriage of old taken out paver blocks/ sand/ rubbish from any location a distance of 5km by trucks as directed..

100

217

21700

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Supplying, fitting fixing regulatory/symbol/road sign/ direction board sign with Vinyl sticker of approved quality for lettering/ figuring direction, arrow, symbol etc. pasted on 4mm thick plastic board having necessary holes at all corners and edges fixing with necessary bolting etc. with the existing steel/ other structures as per direction. The rate including cost of Vinyl sticker, plastic board, lettering/ figuring etc. Fitting, fixing, hoisting & placing in position on steel frame work with necessary bolting and transport charges complete as per approved drawing etc & direction of Engineer-in-charge but excluding the cost of required steel frame.

20

2435

48700

... More
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length. 160 mm

50

546

27300

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Hire Charges of Tata ACE including driver, fuel and other tools & tackles but excluding the labour cost of loading and unloading for shifting job at various place of SMP, Kolkata. For the Period of 8 hr. As directed by EIC.

10

3500

35000

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Hire Charges of Mini Truck including driver, fuel and other tools & tackles but excluding the labour cost of loading and unloading for shifting job at various place of SMP, Kolkata. For the Period of 8 hr. As directed by EIC.

15

4600

69000



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