Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date26 Nov 2024
Closing Date16 Dec 2024
Tender Amount₹ 5,39,09,759
Costs
EMD
₹ 10,78,195Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
09/se/c-ii/r B/kmda/ W-28 (part-vii) Of 2024-2025(2nd Call) Date -22/11/2024
Description
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Contact
Tender Id
2024_KMDA_772702_1Tender No
09/SE/C-II/R B/KMDA/ W-28 (Part-VII) of 2024-2025(2nd Call) DATE -22/11/2024Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
NIT FOR Construction of Steel Composite Bridge over new Manikhal (wooden Bridge) for easy access of vehicular movement across the new Manikhal.
BOQ Items
Labour for fitting and fixing 10 cm. to 13 cm. diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts.
560
20
11536
Walling or roofing fitted and fixed complete with cut drum sheets including the cost of drums, cost of cutting drums and flattening the sheets and cost of necessary nails and screws.
504
348
175392
Supplying empty Cement bags in good condition.
16875
3
55687.5
Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. Qty same as Sl no-6
16875
3
59062.5
Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag.
& then disposing off the same at a distance not less than 150 metre from the channel site.
11250
6
67500
Taking out bullah wailing pieces after removing nuts, bolts and iron nails and stacking the same within 150 metre from the site of work including sorting out and stacking serviceable meterials. Qty same as Sl no-1
3080
9
27720
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
30days x 2nos x 8Hr/Day x 5Hp = 2400 Hp.Hr.
2400
23
55200
Dismantling Wood Work Wrought and Planed Fixed in Frames of Trusses upto a height of 5 m above Plinth Level as per Technical Specifications Clause 202 for Rural Roads of MORD.
374.4
496
185702.4
Earthwork in re-excavation / silt clearance in drainage channel in all kinds of soil including sludge, slush mixed with all sorts of industrial wastes and municipal garbages, polypacks, carcasses, small khatal effluents, night soil etc. by mathor labour as may be necessary and depositing the same in places as directed by the Engineer-in-charge , in such a manner, without causing much hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition and rough dressing when dry including making arrangement of bailing out of any seepage water and removal of sand or soil blown from underneath, removal of khatal, temporary latrines, clearing and removing all kinds of semi compact masses formed by water hyacinth, jungles up to 30 cm girth, and burning them to ashes or removing outside Government land in conformity with the Municipal rules, including shoring shuttering as required, nicking out lines etc.
(Measurement : Pre-work and Post-work level section. Pre- work section to be taken after removal of water hyacinth and all other floating materials etc.)
2100
146
306600
Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .II. In all sorts of soil excluding marshy soil & rocks
(soft or hard) by mechanical means (using excavator of suitable capacity).(i) Depth upto 3 m(ii) Without pumping out water
720
46
33120
Disposal / carriage of excavated earth / materials outside Government land by truck or by any other conveyance over kancha / pucca road including making access for plying the truck or any other conveyance beyond 300 m from the excavated point including cost of stacking,
loading, unloading, transporting, arrangement of land, if required by agency, spreading and levelling as necessary etc. complete. Measurement : By stacks at loading point after deducting voids as per rule. (This item can only be used after obtaining permission from the
concerned Superintending Engineer).
2820
117
329940
Providing and constructing Temporary Island for construction of Well foundation. B Construction of Temporary Island by construction of outer annular layer with two rows of bullahs, suitable spaced, of dia. not less than 150 mm, driven at least half of the total length, properly tied, braced and supported and filling the annular space with sand / soil filled bags, protected by drum sheet walling on both side and filling the core portion with locally available materials including the dismantling, removing and cleaning the site of the constructionii) Area of Island between 120 m² to 140 m² c) Height above bed level upto 4.25 m.
2
551600
1103200
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
33.87
1583
53619.94
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
90.88
361
32807.68
Providing Steel liner for Curbs and 6 mm thick for Steining of Wells including fabricating and settingout as per detailed drawing.
16.08
56939
915442.47
Providing Bored Cast-in-situ R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2). (b) Using tripod, winches. v) Pile diameter - 1000 mm.(ANALYSED)M35 concrete
The rate is inclusive of cost of concrete for the length of pile above cut off level (dummy length) and cost of dismantling the same.
360
6920
2491426.8
Integrity Test / Sonic Echo Test method in accordance with IS 14893 including surface
preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerized equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-incharge.a) Within 50 km. radius from Raj-Bhavan For working pile :- 18 nos
18
695
12519
Performing High Strain Dynamic Pile Load testing by using Pile Driving Analyzer as per IRC: 78-2014 standard procedure with a hammer of suitable weight (1-2% of the test load or 5-7% of the dead load on the pile or suitable energy as decided by Engineer-in charge). The rate is inclusive of construction of suitable platform, fixing of strain sensor & accelerometer, charges for hammer hoisting arrangement & removing etc. The rate is also inclusive of cost & carriage of all materials, completion of field test, CAPWAP analysis & submission of test results along with reports as per direction of Engineer-in-charge.
b) For Test load 101 to 300 MT (i) Within 60 km from Rajbhaban For working pile :- 10 nos
10
102292
1022920
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (a) M-15 Grade. Using concrete mixer. (ANALYSED)
37.58
5187
194937.97
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. RCC Grade M35
(i) Height upto 5m II) With Batching Plant, Transit Mixer and Concrete Pump(ANALYSED)
239.2
6542
1564966
Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications. RCC Grade M40 II) With Batching Plant, Transit Mixer and Concrete Pump (i) Height upto 5m (ANALYSED)
168.41
7196
1212019.98
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.(ANALYSED)
2.00 % concrete volume of Pile
44.37
60185
2670443.95
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in charge. (ANALYSED)
52.58
60318
3171562.5
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications.(ANALYSED)
39.66
61236
2428651.49
Strip Seal Expansion Joint, Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 80 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
22.6
10000
226000
Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works. 5M interval
8
783
6264
Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall
to the full height compacted to a firm condition complete as per drawing and technical specification. (ANALYSED RATE)
72
2528
182023.2
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. (ANALYSED RATE)
144
2683
386366.4
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. II) Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15
(ANALYSED RATE)
72
5613
404205.84
Tack Coat: 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). On Concrete Surface(with primer @ 0.25 kg/sqm)
560
12
6960.8
Bituminous Concrete Providing and laying bituminous concrete with Hot Mix Plant using coarse aggregates, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
A. For Grading 1 (19 mm nominal size, 50 mm thick.) (i) Using Batch Type HMP of minimum capacity 100-120 TPH.
14
8979
125717.2
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
8
584
4672
Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge.
337.5
199
67162.5
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.
In Ground floor (Two Coat)
a) Normal Acrylic Emulsion
144
67
9648
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRT&H Specifications complete as per drawing and approved technical specifications.
8 nos and considering 160 MT vertical capacity
1280
339
433920
Direction and Place Identification Signs upto 0.9 sqm Size Board.
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67
made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road &
Bridge Works of MoRT&H (5th Revision)..
3.24
9230
29905.2
Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate,fine aggregate,filler material and bitumen,prepared by using Mastick cooker including cost and carriage of all ingredients,cost of heating aggregates and binder,mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface,compacting,sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate specing of 10 cm center to center in both directions,pressed into surface when the temperature of surface not less than 100C,protruding 1 mm to 4 mm over mastick surface,including the hire charges of all tools and plants and machinery,pay of operators,cost of fuel and lubricants and all other incidental charges and qualituy conrol all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). i) 25 mm Thick
280
486
136234
a) Supplying transporting & fabrication of welded steel girder as per approved drawing duly made up built up sections of High Tensile Plate(E 350), MS Angle, Channel of different thickness including metalizing priming coat followed by finish coat of paints of total thickness of 165μm. The rate shall be inclusive of supply of all the steels, labour consumables & machinery and all other materials & accessories required for fabrication to complete in all respect with all lead, lift etc. The rate is also includes
( i) Cost of to and fro transportation between contractor's work shop & work site including all lead, lift, loading, unloading etc. (ii) Cost of inspection, testing of girders in stages by nominated inspection agency. Nomination of inspection agency for passing of fabricated members and trial assembly will be decided by Engineer-in-Charge. (iii) Cost of supplying & fixing of HSFG High strength bolts (not less than 10.9 grade). (iv) Cost of blast-cleaning the steel surface including supplying & applying of zinc phosphate primer followed by finish coat of micaceous iron oxide pigmented drying oil type paint of total thickness of 165μm.
b)Assembling, erection I launching of fabricated steel girders in proper position, line, level, alignment including erection of staging and scaffolding, dismantling the same after completion of work. The rate shall be inclusive all complete in all respect with all materials, labour, tools & plants, lead and lift. This item pertains to erection of girders by contractor's own cranes I derricks staging, machineries, plants & equipment etc., wherever required to complete the job, as per approved drawing. The rate is inclusive of all stand by cranes, equipment, machineries etc. as directed by Engineer-in-charge to complete the work.
In super structure(ANALYSED)
140.8
137621
19377160.7
Conducting Load Test for assesment of load carring capacity of single span of newly constructed bridge for loading typy IRC 70 R (wheel) as per IRC - SP - 51 complete with measurements and recording with necessary standard instrument as directed by the EIC and reporting the findings and along with recommendation.A) Assesment of load carring capacity through load - deflection characteristic 1) Use of LVDT for measuring deflection under spacified loads on bridge
1
4000
4000
Conducting Load Test for assesment of load carring capacity of single span of newly constructed bridge for loading typy IRC 70 R (wheel) as per IRC - SP - 51 complete with measurements and recording with necessary standard instrument as directed by the EIC and reporting the findings and along with recommendation.A) Assesment of load carring capacity through load - deflection characteristic 2) Load test at specified location on Bridge
1
400000
400000
Conducting Load Test for assesment of load carring capacity of single span of newly constructed bridge for loading typy IRC 70 R (wheel) as per IRC - SP - 51 complete with measurements and recording with necessary standard instrument as directed by the EIC and reporting the findings and along with recommendation.A) Assesment of load carring capacity through load - deflection characteristic 3) Measurement of strain at specified location using electrical resistance strain guages.
1
4000
4000
Conducting Load Test for assesment of load carring capacity of single span of newly constructed bridge for loading typy IRC 70 R (wheel) as per IRC - SP - 51 complete with measurements and recording with necessary standard instrument as directed by the EIC and reporting the findings and along with recommendation.B) Measurement of Dynamic parameters through accelerometer/Fibre 1) Measurement of acceleration through accelerometer
1
3713
3713
Conducting Load Test for assesment of load carring capacity of single span of newly constructed bridge for loading typy IRC 70 R (wheel) as per IRC - SP - 51 complete with measurements and recording with necessary standard instrument as directed by the EIC and reporting the findings and along with recommendation.B) Measurement of Dynamic parameters through accelerometer/Fibre 2) Measurement of Dynamic strain uding FBG Sensor
1
40000
40000
Conducting Load Test for assesment of load carring capacity of single span of newly constructed bridge for loading typy IRC 70 R (wheel) as per IRC - SP - 51 complete with measurements and recording with necessary standard instrument as directed by the EIC and reporting the findings and along with recommendation.B) Measurement of Dynamic parameters through accelerometer/Fibre 3) Displacement history using LVDT or similar Sensor
1
30220
30220
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing.(a) Depth up to 150 mm.
1050
14
15120
Supplying, spreading and compacting 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. With Medium Sand
262.5
1605
421344
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
1050
361
379050
Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. E) PCC Grade M 30 I) Using concrete mixer
209.99
6379
1339598.7
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
71.25
5682
404842.5
Plaster (to wall, floor, ceiling etc.) with sand and cement 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] (ii) With 1:4 cement mortar (a) 20 mm thick plaster
150
194
29100
Neat cement punning about 1.5mm thick in wall, dado, window
sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
150
34
5100
R.C. Guard post
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved
make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips. @ 1.50 mt. C/C of 150.00 mt. length of approach road from BBT Road to Proposed Bridge (Canal Side). = (150.00/1.50) = 100.00 nos.
100
773
77300
Add GST @ 18% on Rs. 43718886.22 i.e. Total amount over Item No. 01 to 55
43718886.22
-
7869399.52
Add Quality Control Charges @ 1% on Rs.51588285.74 i.e. Total amount over Item No. 01 to 56
51588285.74
-
515882.86
Add Supervision Consultancy charge @ 2.5% on (C ) vide P- 353 , PWD(R&B),2018 on Rs.51588285.74 i.e. Total amount over Item No. 01 to 56
51588285.74
-
1289707.14
Add Labour Welfare Cess @ 1% on Rs.16149699.99 i.e. Total amount over Item No. 01 to 56
51588285.74
-
515882.86
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