Gorkhaland Territorial Administration Tender
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The GTA has issued a formal invitation for competitive bids for the Gorkhaland Territorial Administration project, for Construction Of Rural Concrete Cement Road With Retaining Walls, Breast Walls, Culverts And Plum Concrete Walls From P.m.g.s.y. To Halhalay At 6th Mile Under Rangli Rangliot Block, G.t.a. (distance 2.10 Kms) in Darjeeling, West Bengal, with an estimated contract value of Rs. 4,59,85,501. The bid opening date for this tender is 24-01-2025 and the last date for bid submission is 13-02-2025. Interested bidders for Gorkhaland Territorial Administration tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Gorkhaland Territorial Administration - GTA Tender
Opening Date24 Jan 2025
Closing Date13 Feb 2025
Tender Amount₹ 4,59,85,501
Technical
Technical
Financial
Bid Capacity
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Assessed Available Bid capacity = (A x N x 2 - B) Where:
A = Maximum value of engineering works in respect of project executed in any one year during the last five years
N = Number of Year prescribed for completion of the works for which Bids are invited
B = Financial Liability of the bidder to be incurred for existing commitments and on-going works during the period of the subject contract. Alternatively, Bid Capacity ≥ 0.20 * Estimated Cost Where Estimated Cost is the total estimated cost of the tender. Additionally, the bid capacity should be at least 100% of the required bid capacity, and in case of a Joint Venture, the Lead Member should meet 60% of the required Bid Capacity, and each Joint Venture Member should meet at least 30% of the requirement of Bid Capacity.
Technical Capacity
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The required prior work experience for the bidder includes completion of similar nature of works with specific minimum values and percentages of the estimated amount put to tender. For the first call, the bidder should have completed a work with a minimum value of 40% of the estimated amount put to tender during the last 5 years. Alternatively, the bidder should have completed 2 similar nature of works, each with a minimum value of 30% of the estimated amount put to tender during the last 5 years. Another option is to have one single running work of similar nature. For the 2nd call, the bidder should have completed a similar nature of work with a minimum value of 30% of the estimated amount put to tender during the last 5 years. Alternatively, the bidder should have completed 2 similar nature of works, each with a minimum value of 25% of the estimated amount put to tender during the last 5 years. For the 3rd and subsequent calls, the bidder should have completed projects similar in nature with more than 20% of the project cost executed during the last five years. The annual turnover from the contracting business should be at least 40% of the amount put to tender. The bidder needs to provide credentials of the completed works, including the name of the work, contract price, percentage of participation, and dates of start and completion of the work. The value and percentage of similar works completed are:
- 40% of the estimated amount put to tender
- 30% of the estimated amount put to tender (for 2 similar works)
- 25% of the estimated amount put to tender (for 2 similar works in the 2nd call)
- 20% of the project cost (for 3rd and subsequent calls) The contract price for similar works completed should be mentioned in Indian Rs. (in crores). The bidder should produce credentials of the completed work, and in the case of running works, a certificate of satisfactory running work from the concerned Executive Engineer or equivalent competent authority is required.
Costs
EMD
₹ 9,19,710Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_GTA_805911_1Bid Award Id
ViewTender No
GTA/EE/TED/NIeT-11 (1st Call)/e-Tender/2024-25Tender Authority
Gorkhaland Territorial Administration ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
Construction of rural concrete cement road with retaining walls, breast walls, culverts and plum concrete walls from P.M.G.S.Y. to Halhalay at 6th Mile under Rangli Rangliot Block, G.T.A. (Distance 2.10 Kms)
BOQ Items
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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
164.43
3304
543276.72
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PEOTECTIVE STRUCTURE 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 . a) Depth upto 3m (iv) Work Without pumping out water and without shoring
1839
114
209646
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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
73.48
3304
242777.92
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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 lanks/ply wood/steel sheet plate with required racing for any kind of plain or reinforced concrete works in all sorts of minor structure cluding culvert, box culvert, crossdrain 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.
429
214
91806
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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates 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 & inforcement works.M-20 Grade
1.24
6808
8415.54
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Supplying, fitting and placing HYSD bar
reinforcement in Bridge Super-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.
9.72
63241
614704.56
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B. SURFACE FINISH WORKS B. Mix in place Method:
Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). a) close qraded GSB (ii) Grading – II
826.88
2361
1952400.71
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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 lanks/ply wood/steel sheet plate with required racing for any kind of plain or reinforced concrete works in all sorts of minor structure cluding culvert, box culvert, crossdrain 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.
2160.9
214
462432.6
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Cost of stone boulder 150 mm size delivered ans stacked at site.
11.88
1407
16716.94
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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 a) Depth up to 150 mm. b) For each additional Depth of 150mm and part thereof
8379
33
279858.6
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Neat Cement punning about 1.5 mm thick in wall, dado
136.13
34
4628.25
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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
566
3739
2116274
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1.50 m Slab Culvert 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 . a) Depth upto 3m (iv) Work Without pumping out water and without shoring
145.17
114
16549.38
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Supply of boulder 150 mm to 225mm thick ( Rate Analysis)size delivered ans stacked at site.
3.33
1407
4685.81
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(iv) Providing and filling joint sealing compound as per drweing and technical specification with charge send and 6 % bitumen by weight
2626
21
55146
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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 lanks/ply wood/steel sheet plate with required racing for any kind of plain or reinforced concrete works in all sorts of minor structure cluding culvert, box culvert, crossdrain 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.
16.88
214
3611.25
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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates 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 & inforcement works.M-15Grade
13.02
5491
71493.34
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (ii) Ordinary kilometer stone (precast)
4
1719
6876
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Compacting Original Ground
A. Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
2513.7
58
146297.34
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Excavation in Hard Rock (blasting prohibited)
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement: pre works and post works)
1152.24
51
59340.15
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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
2111
3304
6974744
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Add 18 % GST
1
6945284
6945284.42
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Teapozoidal Type Drain 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 . a) Depth upto 3m (iv) Work Without pumping out water and without shoring
1984.5
114
226233
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Supplying, fitting and placing HYSD bar
reinforcement in Bridge Super-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.
4.07
63241
257391.72
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Water bound Macadam Base Course Providing, laying, spreading and ompacting stone aggregates of specific izes 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 pecifications for Road & Bridge Works of MoRT&H (5th Revision).(iii) grading II aggregate ( 53mmto 22.4mm) using stone screening type B ( 11.2mm) Add extra for widening of curst at cruve and passing places( considering 3% of surface area)
826.88
2882
2383789.67
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hand packed rough dressed stone work with boukder including all coast complete
242.7
2044
496078.8
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Cost of stone boulder 150 mm size delivered ans stacked at site.
348.39
1407
490236.99
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Providing and laying road parapet all complete
300
2795
838620
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or hamfering corners as directed and raking out joints including throating, nosing and drip course,
scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] ii) With 1:4 cement mortar (c) 15 mm thick plaster
136.13
176
23958
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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
198.45
3304
655678.8
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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.
72
117
8424
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roviding and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
897
2225
1996497.75
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or hamfering corners as directed and raking out joints including throating, nosing and drip course,
scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] ii) With 1:4 cement mortar (c) 15 mm thick plaster
3528
176
620928
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Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.
22.2
64
1420.8
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Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (ii) Ordinary soil
4608.94
79
368254.31
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or hamfering corners as directed and raking out joints including throating, nosing and drip course,
scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] ii) With 1:4 cement mortar (c) 15 mm thick plaster
55.81
176
9822.91
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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]
312
2758
860698.8
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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates 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 & inforcement works.M-15Grade
282.09
5491
1548961.98
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Box Type CD Works 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 . a) Depth upto 3m (iv) Work Without pumping out water and without shoring
214.28
114
24427.92
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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 lanks/ply wood/steel sheet plate with required racing for any kind of plain or reinforced concrete works in all sorts of minor structure cluding culvert, box culvert, crossdrain 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.
1562.79
214
334437.92
... More
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates 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 & inforcement works.M-20 Grade
43.12
6808
293590.71
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ROAD FURNITURE Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place
identification retro-reflectorised sign as per RC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm upported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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).
1
2669
2669
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Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick ade with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)
1
9501
9501
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Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.
2315.21
64
148173.44
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CUTTING AND UPROOTING Earthwork in cutting to from section in correct profile inculding remoal of spoils not exceeding initial lead of 50m and initial lift of 1.5m. (iii) In mixed hard soil (i,e hard moorum and soil containing laterite and boulders which do not require blasting)
5761.18
109
633153.68
... More
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates 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 & inforcement works.M-30 Grade
1488.38
7138
10625330.52
... More
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates 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 & inforcement works.M-25 Grade
10.34
7619
78743.92
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden lanks/ply wood/steel sheet plate with required racing for any kind of plain or reinforced concrete works in all sorts of minor structure cluding culvert, box culvert, crossdrain 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.
309.09
354
109417.86
... More
providing weep hole (10mm) A.C.in walls approved packing brick bats or boulder of approved qulit and size at the backside of walls etc all complete
987
117
115479
... More
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates 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 & inforcement works.M-15Grade
5.5
63241
347826.66
... More
Add 1 % Laboaur Cess
1
455301
455301.98
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