Howrah Improvement Trust Tender
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Howrah Improvement Trust - HIT Tender
Civil Works
Eprocure
Opening Date21 Nov 2019
Closing Date7 Dec 2019
Tender Amount₹ 39,23,151
Costs
EMD
₹ 78,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HIT_254202_4Bid Award Id
ViewTender No
HIT/CE/7A/2019-20Tender Authority
Howrah Improvement Trust ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction otheEngineer-in-charge forfoundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).
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386
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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 withrequired 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) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering
in any concrete work
130
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368
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Filling in foundation , plinth etc. by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
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71181
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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.
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355
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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
22
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5837.99
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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 ground floor as per relevant IS codes. Pakur Variety
67
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5150.9
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Cleaning rubbish, sludg, weeds scum, liquid earth , mud etc. from road side masonary drain/ Hume pipe drain/ culvert etc. by mathor labour after removing complete slab/ man hole cover etc. without damaging same and refixiting the .............disposal including loading in to truck and cleaning the road side in all respects as per dorection of the Engineer-In- Charge
30
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289
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Providing and laying reinforced cement concrete pipe NP-3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. (F) 600 mm dia
165
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2942
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Brickwork with 1st. class bricks in cement mortar (1:4) (a) In foundation and plinth
28
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5560
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Plaster (to wall, floor, ceiling etc.) with composite mortar of sand, lime and cement including round off or chamfering corners as directed and raking out joints and roughening of concrete surface including throating, nosing and drip course where necessary (Ground floor). (ii) With 1:4 cement mortar, 15 mm thick.
140
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160
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Neat cement punning about 1.5 mm thick in wall dado , window sills , floor , drain etc.
140
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34
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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
200
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166
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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.
600
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23
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Reinforcement for reinforced concrete work in all sorts………... complete as per drawing
and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m I. SAIL/TATA/RINL
1.4
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71269
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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 plants and jungles when and where necessary.
880
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71.4
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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 ......................required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :
80.8
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2702.13
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Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage ....................making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
80.8
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2385.45
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Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).. i)For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)
880
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35.35
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Providing and Laying Bituminous Macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per table 500.4 premixed withh Bituminous binder, transported to site laid over a previously prepared surface at specified laying temprature by means of approved and sutaible arrangements to the required grade,...................................B. For grading II (19 mm nominal size, 50-75 mm thick)
66
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6707.23
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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). (i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)
880
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11.16
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Providing & laying Semi-dense Bituminous Concrete (SDBC) as wearing coarse by Hot Mix Plant, using coarse aggregates, fine aggregates, filler materials and binder of ............. including the hire charges of Hot Mix Plant and other machineries, pay of operators, cost of fuel and lubricants and all other incidental charges complete. B. For Grading 2 (10 mm nominal size, 25-30 mm thick.) (i) Using Batch Type HMP of minimum capacity 100-120 TPH
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8873.93
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Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve)..................... complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
880
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38.97
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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) (i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of sizeCover: 700 mm X 100 mm Frame: 910 mm X 185 mm opening: 560mm Weight: 245 kg (approx
23
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4034
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Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in- Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete.
165
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952
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Supplying & laying in interlocking designer paver block of any shade and of approved quality as per IS: 1237-1980 laid in pattern as directed in pavement, footpath, driveway etc. including filling voids with fine sand and compaction using surface vibrator and necessary underlay complete with 50mm. thich medium sand bed (compacted) in all respect with all labour and material as per direction of Engineer-in-charge. Paver block of sizes 225mm.x112.5mm. x 80mm. thick. (Paver to be rubber moulded of grey or other approved colour of approved shape as per direction of Engineer-in-Charge. (grade of concrete M-40)
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1179.0774999999999
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Add GST @ 12% on Total Amount of Item No -1.00 to 28.00
1
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Add Labour welfare cess @ 1% on Total Amount of Item No - 1.00 to 29.00
1
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