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 Road From Pmgsy Road Lungdung To Serisay Under 37th Constituency L 1.50 in Kalimpong, West Bengal, with an estimated contract value of Rs. 1,92,16,854. The bid opening date for this tender is 04-01-2021 and the last date for bid submission is 04-02-2021. 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

Works
Eprocure
Opening Date4 Jan 2021
Closing Date4 Feb 2021
Tender Amount₹ 1,92,16,854 
Notes
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Costs

Description

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Documents
Construction of road from PMGSY road Lungdung to Serisay under 37th Constituency L 1.50
19/EE/AED/KPG/GTA/2020-21
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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). (ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.)

6022.5

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12.77

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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) Using manual means:

451.69

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3433.42

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Providing and applying bituminous Primer Coat for priming of base course with Cationic bituminous emulsion of approved grade and requisite quantity including preparation of surface to be primed, through cleaning and sweeping, uprooting weeds,grass etc.dampening the surface beforeh and spraying the primer using sprayer mounted on distributor truck or with hand sprayer using mechanical pump including cost and carriage of bitumen emulsion and all other incidental costs of work. (b) For surfaces with medium porosity @ 10.5 kg/ 10m2.

6022.5

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36.27

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Rubble masonry in cement (1:6) with hard dressed stones from approvedvquarries and clean, coarse and washed sand including carriage of all materials to site (a) In Road and Jhora Work

1070.57

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5075.47

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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 (Mode of measurement: pre works and post works) (b) In mixed soil (i,e. clay mixed with kankar, pebbles, moorum etc.).

7794.75

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101.7

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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering 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 (4:1) cement mortar. (b) 15mm thick plaster.

1468.8

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238.91

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Hand Packed rough dressed stone walls by masons with hard stones from approved quarries including all carriage of materials to site

508.02

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2774.61

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Labour for construction of Granular Sub-base using approved quality of coarse aggregates and sand , including screening aggregates, mixing the graded aggregates using rotavator as per mis design, adding water to achieve the required OMC, spreading the mix in uniform layer using Motor Grader over prepared surface in proper grade and camber, compactiong the layer to achieve the design density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants, complete (a) Close Graded GSB: (ii) Grading-II.

1038.38

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2817.34

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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 (@ 6.80 kg / 10 sqm.)

6022.5

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52.9

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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.

1350

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46.16

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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree

22.6

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7958.67

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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, 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.

1848.09

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242.08

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Labour for laying 150 mm to 225 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.

949.3

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382.98

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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 . (a) Depth up to 3m

1438.32

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130.09

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(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety (a) 1:3:6 proportion

95.65

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6255.08

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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 inclusive of the cost of stone boulders and sausage crate]

96

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3521.95

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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

247.37

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4484.99

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Providing form work and staging including hire and labour charges for the same as required for foundation concrete works of depth not exceeding 500mm and for concrete works in vertical faces of parapet kerb, road kerb, cable tray, cable tray cover, rail post so as to give good concrete finish including stripping off and removing after completion of work as per specification. (a) Where staging is required.

67.8

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400.44

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

512.88

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3434.64

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4m. (i) Tor steel/Mild steel.

2.13

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78218.41

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Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. (b) Two coats.

126

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111.99



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