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Construction Of New Rcc Slab Bridge At Jhikira In Muchighata Barbaun More Road Under Hooghly Construction Division , In The District Of Hooghly ., Hooghly-West Bengal

Public Works Department-PWD has published Construction Of New Rcc Slab Bridge At Jhikira In Muchighata Barbaun More Road Under Hooghly Construction Division , In The District Of Hooghly .. Submission Date for this Tender is 03-11-2020. Bridge Work Tenders in Hooghly West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

25584712
Construction Of New Rcc Slab Bridge At Jhikira In Muchighata Barbaun More Road Under Hooghly Construction Division , In The District Of Hooghly .
Open Tender
Indian
West Bengal
Hooghly
03-11-2020

Tender Details

Construction Of New Rcc Slab Bridge At Jhikira In Muchighata Barbaun More Road Under Hooghly Construction Division , In The District Of Hooghly .

Key Value

Document Fees
Refer document
EMD
INR 358153.0 /-
Tender Value
INR 1.79 Crore /-

BOQ Items

Name of Work: Construction of new RCC Slab Bridge at Jhikira in Muchighata Barbaun More Road under Hooghly Construction Division, in the district of Hooghly.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Clearing and Grubbing Road Land\nClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD.\nBy Mechanical Means\nIn area of non-thorny jungle 0.018 hec
2 2 Dismantling of Structures\nDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P\nand scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.\nBy Mechnical Means\nCement Concrete 13.636 m3
3 3 Dismantling Brick/Tile Work\nDismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material\nand stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.\nCement mortar 109.2 m3
4 4 Foundation :\nExcavation for Structures\nEarth 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 .\nIn all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.\nupto 3 m depth\nWith pumping out water including shoring as required. 459 m3
5 4.01 3 m to 6 m depth\nWith pumping out water including shoring as required. 370.26 m3
6 5 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.\nM-15 Grade\nUsing concrete mixer. 26.91 m3
7 6 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 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). Using hydrulic piling\nWith Batching Plant, Transit Mixer and Concrete Pump\nPile diameter - 1000 mm.\nUsing M35 Concrete 400 Mtr
8 7 Providing MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in- Charge. 24 MT
9 8 Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification.\nWith Batching Plant, Transit Mixer and Concrete Pump\nRCC Grade M30\n\n 225.83 m3
10 9 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.\nSAIL/TATA/RINL 81.29 MT
11 10 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and\ striking out after completion of work as per specification and direction.\nWhere staging is not required. 126.72 m2
12 11 Performing Lateral load test on two piles or two groups of piles by introducing a hydraulic jack with gauge between two piles or pile groups under test by applying horizontal loads in increments of about 20% of the estimated safe load at each stage and applying the next increment after the rate of displacement is nearer to 0.1 mm. per 30 minutes till the total displacement becomes, 12 mm at the cutoff level including the cost of arranging the entire set-up, hire charges of all implements including at least two dial gauges, preparing the pile head if necessary, and removal of all arrangement after completion etc. complete in all respect including cost of carriage of all materials and as per IS specification and direction of Engineer-in-charge. 2 Each
13 12 Performing Vertical load test on single Pile in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges, construction of suitable platforms, keeping the loads and dismantling and removing all arrangement etc. complete as per IS specification and direction of Engineer-in-charge\nTesting load between 250 T and 300 T. 1 Each
14 13 Integrity testing of Pile using Low Strain / Sonic 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.\nFor Rest of South Zone & West Zone 16 Each
15 14 Sub-Structure : \nPlain / 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.\nWith Batching Plant, Transit Mixer and Concrete Pump\nRCC Grade M30\nHeight upto 5m\n 70.24 m3
16 15 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\nplaced 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.\nSAIL/TATA/RINL 8.27 Tonne
17 16 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.\nWhere staging is not required. 186.16 m2
18 17 Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. 144 Each
19 18 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. 81.38 m3
20 19 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. 204 m3
21 20 Superstructure : \nFurnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and\ngrading, 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.\nRCC Grade M 30\nUsing Batching Plant, Transit Mixer andConcrete Pump.\nFor solid slab super-structure,\nHeight upto 5 m 101.07 m3
22 21 Reinforced Cement Concrete Crash Barrier ( For new Bridge construction)\nProvision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with reinforced cement concrete with HYSD reinforcement conforming to IRC:21 and dowel bars25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer-in-Charge, all as specified. 25 Mtr
23 22 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.\nSAIL/TATA/RINL 11.9 M.T
24 23 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.\nWhere staging is required. 268.82 m2
25 24 M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.\nFor structural members of specified sections weighing not less than 22.5 Kg./m 0.76 MT
26 25 Bituminous Macadam using Mobile Hot Mix Plant (Light Duty)\nProviding and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision).For Grading 2\n(19 mm nominal size, 50-75 mm thick.) 15.58 m3
27 26 Mastic Asphalt\nProviding 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 Mastic 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 spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic 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 quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\n25 mm thickness 389.5 m2
28 27 Water Bound Macadam Base Course\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\nGrading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) Manual Means 36.75 m3
29 28 Water Bound Macadam Base Course\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\nGrading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)\nManual Means 18.38 m3
30 29 Strip Seal Expansion Joint\nProviding 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. 17.26 Mtr
31 30 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’sSpecification for Road & Bridge Works. 4 Each
32 31 Micellancous Items\nRetro-Reflectorised Traffic Signs\nProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm 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).\n60 cm equilateral triangle 6 Each
33 31.01 60 cm circular 4 Each
34 31.02 80 mm x 60 mm rectangular 4 Each
35 32 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.\nStone/Boulder 212 m3
36 33 Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. 500 Mtr
37 34 Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.\n200 mm diameter 200 Mtr
38 35 Joining Sal-bullah / Eucalyptus bullah pile of 20 cm.to 30 cm. diameter with half lap joints (lap length at least 90 cm long) with 3 nos. of collars made of 50 mm. x 6 mm. M.S. Flat, clamps, bolts and nuts and washers as per approved drawing and design. 50 Each
39 36 Sal-wood work rough dressed including necessary hoisting and fitting, and fixing in position including cost of nails but excluding cost of bolts, nuts and washer in Bridge Work excluding Bridge Floor. 1.76 Cum
40 37 Sal-wood work rough dressed in bridge floor fitted and fixed with patent or round headed nails including cost of materials and fittings. 2.54 Cum
41 38 Coal tarring on wooden surfaces including cost of materials\nDouble coat. 245 m2
42 39 Tack Coat\nProviding 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).\nOn Bituminous Surface\n(Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) 289 m2
43 40 Add GST @ 12% on Rs.15830646 i.e. total amount over Item no. 1 to 39 1.58306e+07 %
44 41 Add Labour Welfare Cess @ 1% on 17730324 i.e. total amount over Item No.1 to 40 1.77303e+07 %
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