Gorkhaland Territorial Administration Tender
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Gorkhaland Territorial Administration Tender
Eprocure
Opening Date7 Jun 2019
Closing Date28 Jun 2019
Tender Amount₹ 1,51,86,236
Costs
EMD
₹ 3,03,725Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_GTA_227199_1Bid Award Id
ViewTender No
01/EE/AED/KPG/GTA/2019-20Tender Authority
Gorkhaland Territorial Administration ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
CONSTRUCTION OF ROAD FROM NOVE GAON ST MARYS SCHOOL TO DHUPPI DARA UPTO SABLANGBONG AT LOWER PASSABONG INCLUDING THREE (3) NOS OF CULVERTS (CUTTING STAGE)LENGTH 2.550 Kms UNDER 41ST CONSTITUENCY KALIMPONG BLOCK-II
BOQ Items
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Lead upto 100 m - Girth above 600 mm to 900 mm
112
-
419.68
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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
-
-
-
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In mixed soil (i.e. Clay mixed with kankar , pebbles, moorum etc)
7523.48
-
101.7
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(iii) In mixed hard soil (i,e hard moorum and soil containing laterite and boulders which do not require blasting)
5015.65
-
124.32
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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).
11475
-
65.83
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Labour for 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..Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (11.2 mm)
-
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-
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By Manual Means
11475
-
282.79
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Earthwork in excavation for foundation of structures as per technical specification including setting out removing spreading or stacking spoils with in a lead of 150 m as directed and including trimming the sides of trenches ..all complete as per direction of E-I-C.
2434.7
-
128.96
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Handpacked rough dressed stone work with boulders including all costs complete.
540.58
-
2312.17
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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 aggregates 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 & reinforcement works.
-
-
-
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(a) M-15 Grade - Using concrete mixer.
334.59
-
6576.51
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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.
2.33
-
66981.31
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Plum concrete work with 40% cement concrete with 30mm down graded stone metal and 60% stone boulder of size 150mm and above, placed in position as directed excluding shuttering if any.
-
-
-
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(1:3:6) proportion
484
-
4484.98
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Rubble masonry in cement (1:6) ( Random)
-
-
-
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In Road and Jhora Work
326.25
-
4229.56
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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
201.17
-
2243.97
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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.
140
-
132.35
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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 syructure 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. for foundation concrete works, in vertical faces of parapets
-
-
-
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Where staging is not required.
2006.51
-
242.08
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Plaster with sand & cement motar including rounding of corners or chamfering corners as directed and including raking out joints 15mm th.plaster in 4:1 cement motar
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-
-
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With (4:1) cement mortar 15 mm thick plaster
4119.21
-
191.17
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Neat cement punning 1.5mm thick in wall dado, window sills floors drains etc.using cement @0.152m3/100m2
3825
-
38.46
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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.
-
-
-
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Two coats
417.96
-
111.99
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Back Filling with granular material
144
-
2196.72
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