Gorkhaland Territorial Administration Tender
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Gorkhaland Territorial Administration - GTA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Feb 2025
Closing Date17 Mar 2025
Tender Amount₹ 2,10,89,760
AI Insights
Technical
Technical
Financial
Bid Capacity
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Bid Capacity ≥ 0.1 * Estimated Cost, where Estimated Cost is the total estimated cost of the tender.
Technical Capacity
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The required prior work experience for the bidder varies depending on the call of NIeT. For the First Call of NIeT, the bidder should produce credentials of similar nature of completed work of the minimum value of 40% of the estimated amount put to tender during 5 years prior to the date of issue of this tender. Alternatively, the bidder can produce credentials of 2 similar nature of completed works each of the minimum value of 30% of the estimated amount put to tender during 5 years prior to the date of issue of the tender notice. For the 2nd Call of NIeT, the bidder should produce credentials of a similar nature of completed work of the minimum value of 30% of the estimated amount put to tender during 5 years prior to the date of issue of this tender. Alternatively, the bidder can produce credentials of 2 similar nature of completed works each of the minimum value of 25% of the estimated amount put to tender during 5 years prior to the date of issue of the tender notice. For the 3rd Call of NIeT, the bidder should produce credentials of a similar nature of completed work of the minimum value of 20% of the estimated amount put to tender during 5 years prior to the date of issue of this tender. The bidder can also produce credentials of one single running work of similar nature which has been completed to the extent of 80% or more (for the First Call of NIeT), 75% or more (for the 2nd Call of NIeT), or 70% or more (for the 3rd Call of NIeT) value of which is not less than the desired value. Additionally, the bidder's Working Capital should not be less than 25% of the amount put to tender, and their own resource should be a minimum of 10% of the amount put to tender. The available Bid Capacity of the prospective applicant should not be less than the amount put to tender. In terms of specific values and percentages, the bidder is required to submit a certificate from employers for the up-to-date value of work completed, and the bidder's bid shall remain valid for a period of not less than 120 days after the deadline date for bid submission. A payment of 10% of the value of earthwork will be withheld from the bills in case of pit measurement.
Costs
EMD
₹ 4,21,795Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_GTA_819450_2Tender No
92/GEN/NIeT/EE/DED/GTA/2024-25Tender Authority
Gorkhaland Territorial Administration ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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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
456.11
4486
2046451.91
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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.
(i) (1:3:6) proportion
854.91
3964
3389547.17
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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.
(a) Where staging is required
862.52
214
184579.28
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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.
102
117
11934
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A) Granular material
150.09
3068
460524.28
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Dry Rubble Flooring
Construction of dry rubble flooring at cross drainage works for relatively less important works
856.8
2575
2206911.17
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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). (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)
B. Manual Means
428.4
2879
1233397.87
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Prime Coat
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
5712
31
180213.6
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Open-Graded 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 composed 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 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.
5712
113
651110.88
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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
5712
11
63517.44
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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) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, 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 (@ 9.80 kg / 10 sqm.)
5712
43
248871.84
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Construction of "V" Type draian 60cm wide and 30cm deep including cost and carriage of all materials to work site and other necessary charges all complete.
1020
1098
1120551.6
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Construction of "Box" Type draian 30cm wide and 30cm deep including cost and carriage of all materials to work site and other necessary charges all complete.
680
1275
867646
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Construction of 1.50m Cross Drain
12
367798
4413583.44
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Add 18 % GST
1
3185229
3185229.78
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Add 1 % Labour Cess
1
208809
208809.5
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