Gorkhaland Territorial Administration Tender

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Gorkhaland Territorial Administration - GTA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date24 Jan 2025
Closing Date13 Feb 2025
Tender Amount₹ 4,59,85,501 
Notes
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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

Description

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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)
Report Missing Document

BOQ Items

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DO_NOT_SHOW

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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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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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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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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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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

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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

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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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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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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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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

... More
Providing formwork and staging inculding Hire & labour charges for abutment and its components retaning wall hight upto 1m and 3mtrs

4409.26

214

943581.43

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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

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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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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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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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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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Cost of stone boulder 150 mm size delivered ans stacked at site.

348.39

1407

490236.99

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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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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 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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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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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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Neat Cement punning about 1.5 mm thick in wall, dado

3528

34

119952

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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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Cost of stone boulder 150 mm size delivered ans stacked at site.

11.88

1407

16716.94

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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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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

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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

43.12

6808

293590.71

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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.

429

214

91806

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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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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

... More
Neat Cement punning about 1.5 mm thick in wall, dado

136.13

34

4628.25

... More
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

... More
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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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

... 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

13.02

5491

71493.34

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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

... 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.

16.88

214

3611.25

... 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
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

... More
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

... More
Providing 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.

58.39

2225

129952.64

... More
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

... More
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

... More
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

... More
Providing and laying road parapet all complete

300

2795

838620

... More
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

... More
Add 18 % GST

1

6945284

6945284.42

... More
Add 1 % Laboaur Cess

1

455301

455301.98



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