Gorkhaland Territorial Administration Tender
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Gorkhaland Territorial Administration - GTA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jul 2024
Closing Date23 Aug 2024
Tender Amount₹ 73,59,197
Costs
EMD
₹ 1,47,184Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GTA_723735_1Bid Award Id
ViewTender No
15/1/3rd Call/GEN/NIeT/EE/DEDTender Authority
Gorkhaland Territorial Administration ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site
(a) In Road and Jhora Work
122.18
548201
4486.8
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.
(i) (1:3:6) proportion
167.86
665527
3964.8
Boulder Apron Laid in Wire Crates
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than
40 kg each.
90.72
273446
3014.18
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, cross - drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.
191.18
40912
214
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.
23
2691
117
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material..
189.59
581712
3068.28
Dry Rubble Flooring
Construction of dry rubble flooring at cross drainage works for relatively less important works.
243.82
625707
2566.28
Water Bound Macadam Base Course
Providing, 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).
119.31
342354
2869.45
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
1590.75
50888
31.99
OpenGraded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open graded premix surfacing of 20 mm thickness compo sed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre heating stone chips and fully pre coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture 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 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 R
oads of MORD.
1590.75
181090
113.84
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). (ii) On Granular surfaces treated with primer
(Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.)
1590.75
17911
11.26
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 heati ng and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure unif ormity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates 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) II By Manual Means
With Hot Bitumen Binder
(@ 6.80 kg / 10 sqm.).
1590.75
69277
43.55
Construction of ''V'' Type Drain 60cm vide and 30cm deep including cost and carrage of all materials to work site and other necessary charges all complete .
400
714268
1785.67
Construction of 'Box'' Type Drain 30cm vide and 30cm deep including cost and carrage of all materials to work site and other necessary charges all complete .
100
190270
1902.7
Construction of 1.50m span Cross Drain.
3
1567279
522426.54
Construction of Parapet.
25
55345
2213.81
Add 18% GST
1
1111474
1111474.68
Add 1% Labour Cess
1
72863
72863.34
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