Gorkhaland Territorial Administration Tender
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Gorkhaland Territorial Administration - GTA Tender
Eprocure
Opening Date7 Feb 2019
Closing Date15 Feb 2019
Tender Amount₹ 2,36,09,002
Costs
EMD
₹ 4,75,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Improvement And Surface Bituminous Work Of Road.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_GTA_213618_1Bid Award Id
ViewTender No
25 of 2018-19Tender Authority
Gorkhaland Territorial Administration ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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Documents
NIT_Special_Terms_Corrigendum
EMD_Bank_Solvency_Technical Bid
BOQ Items
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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.) i) By manual means Add :Extra for widening of crust at curve and passing places(Considering 3% of surface area)
12810
158844
12.4
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Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.
12810
1433310
111.89
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Providing and laying Liquid Seal Coat (Type A) with approved quality stone chips and bitumen binder on thoroughly cleaned black top surface, spreading screened & cleaned stone aggregates (100 % passing through 11.2 mm sieve and retained on 2.36 mm sieve) uniformly @ 0.09 m3 of dry aggregate per 10 m2 of area using suitable means, brushing the chips, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and stone chips, cost of heating the binder and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). i) With Cationic Bitumen Emulsion @ 15.00 kg /10sq.m)
12810
526619
41.11
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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. i) In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) Upto 3m depth. i) Without pumping out water and shoring.
1057.13
136327
128.96
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Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.
1238.31
4525911
3654.91
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Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge. [Rate provided is exclusive of the cost of stone boulders and sausage crate]
942
2271877
2411.76
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Labour for stone or brick filling on the back side of the abutment wing wall etc including hand packing and carrriage of stone or brick bat from road side stacks
204.06
255071
1249.99
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Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge.
87.45
15927
182.12
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Providing Formwork and staging including 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. a) For portion of Ht above 1m and upto 3m
2273.68
550412
242.08
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Providing and laying cement concrete (1:3:6) with or without reinforcement in any part of foundation /sub structure with graded stone chips etc complete.
112.5
563125
5005.56
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Providing weep hole (150 X 75mm) in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete For plum conc wall. For CRM wall.
200
26244
131.22
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"V" type drain 60cm wide and 30cm deep with 150mm to 230mm thick dressed stone laid on edge including cement concrete,plstering and NCP cost & carriage of all materials to worksite.
2400
1425168
593.82
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Stone square box drain 30cm x 60cm with hard dressed stone including cost cement concrete,plstering and NCP cost & carriage of all materials to worksite.
1600
1038240
648.9
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Construction of R.C.C. Hume Pipe of span 600mm
7
374899
53557
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Construction of R.C.C. Slab culvert of span 2.5m
4
4180224
1045056
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