Tmlc Bridge At Ch . 1 . 50 Km , Sahudangi More To Belacoba Road , Rehabilitation Work , Under Jalpaiguri Highway Division In The District Of Jalpaiguri ( 2Nd Call )
Tender Value
44.23 Lakhs
Estimated cost
Bid Submission
27 Jan 2021
0 days left
EMD
88469
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rajganj → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Tmlc Bridge At Ch . 1 . 50 Km , Sahudangi More To Belacoba Road , Rehabilitation Work , Under Jalpaiguri Highway Division In The District Of Jalpaiguri ( 2Nd Call )
BOQ
| Name of Work:TMLC bridge at ch.1.50 km, Sahudangi more to Belacoba road, Rehabilitation work, under Jalpaiguri Highway Division in the district of Jalpaiguri(2nd Call) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specifications Clause 201 for Rural Roads of MORD.\nBy Manual Means | BI01010001010000000000000515BI0100001112 | 0.025 | Hec |
| 2 | 2 | Uprooting & removing plants from the surface of walls parapet etc and making good damages (Repairing of damages to be paid separately)\na) Small plant of girth of exposed stem upto 75mm lift upto 6.0 mtr. | BI01010001010000000000000515BI0100001113 | 56 | Each |
| 3 | 2.01 | Medium size plant of girth of exposed stem above 75 mm.\nbut not exceeding 150 mm. lift upto 6 mtr. | BI01010001010000000000000515BI0100001114 | 8 | Each |
| 4 | 3 | Labour for Chipping of concrete surface before taking up\nPlastering work. | BI01010001010000000000000515BI0100001115 | 503.88 | m2 |
| 5 | 4 | Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001116 | 100.776 | m2 |
| 6 | 5 | Welding by gas / electric plant including transportation of welding plant at site including cutting, forging & drilling to required shape. | BI01010001010000000000000515BI0100001117 | 3740 | cm |
| 7 | 6 | Grouting to the Dowel bars with epoxy resin plus hardner to ensure the proper fixing of Dowel bars including cutting, foging & drilling to required shape. \n12 mm dia. @ 15 cm of depth | BI01010001010000000000000515BI0100001118 | 1054 | Each |
| 8 | 7 | Supplying fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc complete (excluding the cost of battens).\nIn ground floor. \n75mm x75mm x 4.5mm x 4.5mm. | BI01010001010000000000000515BI0100001119 | 191.4 | m2 |
| 9 | 8 | Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 MPa and workmanship conforming to clause 2807.6. (40 mm average thickness.) | BI01010001010000000000000515BI0100001120 | 1151.76 | m2 |
| 10 | 9 | Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification. | BI01010001010000000000000515BI0100001121 | 1151.76 | m2 |
| 11 | 10 | Providing anti-corrosive protective coating to inhibit the corrosion to HYSD reinforcements including two coats of anti-corrosive coatings of consumption as per manufacturer's specification, cleaning etc. complete as per the direction of the Engineer-in- Charge. | BI01010001010000000000000515BI0100001122 | 287.94 | m2 |
| 12 | 11 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy. | BI01010001010000000000000515BI0100001123 | 142 | Each |
| 13 | 12 | Patching of damaged concrete surface with polymer concrete (25 mm nominal thick) and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer. | BI01010001010000000000000515BI0100001124 | 70.764 | m2 |
| 14 | 13 | Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical specification.\nCement Grout | BI01010001010000000000000515BI0100001125 | 59 | kg |
| 15 | 14 | Applying epoxy mortar ( 10 mm nominal thick) over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification | BI01010001010000000000000515BI0100001126 | 67.959 | m2 |
| 16 | 15 | Epoxy bonding of new concrete to old concrete | BI01010001010000000000000515BI0100001127 | 24 | m2 |
| 17 | 16 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and 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.\n(ii) By Mechanical Means\na) Cement Concrete | BI01010001010000000000000515BI0100001128 | 25.647 | m3 |
| 18 | 17 | 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. | BI01010001010000000000000515BI0100001129 | 8 | Each |
| 19 | 18 | 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. (Using Pakur Variety)\nRCC Grade M25 For solid slab super-structure,\na) Height upto 5m \nUsing Batching Plant, Transit Mixer and Concrete Pump | BI01010001010000000000000515BI0100001130 | 26.004 | m3 |
| 20 | 19 | 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.\nTor Steel rods / HYSD bars / TMT bars (JSW/ JSPL / Shyam / SRMB/ /SSL/ BMASL /Electrosteel) | BI01010001010000000000000515BI0100001131 | 2.0413 | MT |
| 21 | 20 | 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 .\nI. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means a) upto 3 m depth\n(i) With pumping out water including shoring as required | BI01010001010000000000000515BI0100001132 | 16.2 | m3 |
| 22 | 21 | Providing and laying Design Mix concrete for plain 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.\nUsing Pakur Variety Stone Chips\na) M-20 Grade \nUsing Concrete Mixer.\n | BI01010001010000000000000515BI0100001133 | 35.64 | m3 |
| 23 | 22 | Labour for M.S. work in Rolled steel joists, channels, angles. Tees, plates etc. including hoisting, placing in position including providing staging and removing after completion of works and cutting to sizes as required.\nvi)Structural Steel (MS) angles, joists, channels, flats etc.\n(a) Up to 200mm size. | BI01010001010000000000000515BI0100001134 | 3.053 | MT |
| 24 | 22.01 | Steel plates :\n(E 250 conforms to IS:2062-2006 \n(b) 10 – 20 mm. | BI01010001010000000000000515BI0100001135 | 0.628 | MT |
| 25 | 23 | 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 | 3.0531 | MT | |
| 26 | 24 | a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | 112.02 | m2 | |
| 27 | 25 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : \n(b) On steel or other metal surface : \n Two coats (white in shade) | 112.02 | m2 | |
| 28 | 26 | 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. | 1299.6 | m2 | |
| 29 | 27 | Repair of RCC Railing\nCarrying out repair of RCC M30 railing to bring it to\nthe original shape. | 20 | m | |
| 30 | 28 | 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.\nWith Pakur variety stone chips | 40 | Each | |
| 31 | 29 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of theEIC.\nIn Ground Floor:(a)Two Coats | BI01010001010000000000000515BI0100001136 | 329.28 | m2 |
| 32 | 30 | 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.\nb) Premium 100% Acrylic Emulsion | BI01010001010000000000000515BI0100001137 | 329.28 | m2 |
| 33 | 31 | Providing 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).\n80 cm x 60 cm rectangular | BI01010001010000000000000515BI0100001138 | 4 | Each |
| 34 | 32 | Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m (Thickness 75 mm) | BI01010001010000000000000515BI0100001139 | 216 | m2 |
| 35 | 33 | Providing and laying bituminous macadam with Hot Mix Plant 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 with paver finisher 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 Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\nB. For Grading 2 (Pakur Variety Stone Aggregate)\n(19 mm nominal size, 50-75 mm thick.)\n(iii) Using Drum mix Type HMP of minimum capacity\n40-60 TPH.\nBitumen VG-30(Bulk) | BI01010001010000000000000515BI0100001140 | 16.3 | m3 |
| 36 | 34 | 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 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).\n(i) 25 mm thickness(Pakur Variety Stone Chips)\nPenetration Grade Bitumen (10/20) Packed | BI01010001010000000000000515BI0100001141 | 271 | m2 |
| 37 | 35 | 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).\n(i) On Bituminous Surface\n(Using Bitumen Emulsion at the rate of 0.250 kg per sqm.) | BI01010001010000000000000515BI0100001142 | 271 | m2 |
| 38 | 36 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. | BI01010001010000000000000515BI0100001143 | 76 | Each |
| 39 | 37 | Add GST | 12 | % | |
| 40 | 38 | Add Labour Welfare Cess | 1 | % |
AI Tender Summary
Tender Timeline
Jan 19, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 27, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 29, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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