Bodoland Territorial Council Tender

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Bodoland Territorial Council - BTC Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date4 Dec 2024
Closing Date24 Dec 2024
Tender Amount₹ 95,49,000 
Notes
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Costs

Description

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

646.88

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WBM Grading 3:Using stone screening Type-A 13.2 mm for Gr.III :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (a) By Manual Means

323.44

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Inter locking concrete Block pavement (i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints

4312.5

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A. Retro-reflectorised Traffic Signs I) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle.......Technical Specification Clause 801 (iv) 80mm x 60mm rectangular

1

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A. Retro-reflectorised Traffic Signs I) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle.......Technical Specification Clause 801 (ii) 60mm equilateral triangle

4

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(B) CD Work: Construction of HPC 600mm dia NP-3 HPC Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I)Ordinary soil (I)Upto 3 m depth

24.14

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B) With natural Gravel (I) P.C.C grade M 10 (Nominal mix (1:3:6)

1.68

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Bedding of pipe. (B) Type B (First Class) Bedding ii) Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)

3.08

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets Clause 1106. 600 mm dia.pipes

7.5

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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 I. Brick masonry in 1:3 cement mortar..

9.64

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Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 I. In 1:3 cement mortar..

3.36

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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

15.12

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(C) Construction of HPC 1000mm dia, NP-3 HPC Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i)Ordinary soil (ii)Upto 3 m depth

27.05

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Providing concrete for/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. (B) With natural Gravel. (i) P.C.C Grade M 10 (Nominal mix 1:3:6)

1.74

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Bedding of pipe (B) Type B (First Class) Bedding ii) Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)

3.4

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia

7.5

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Brick masonry in cement mortar in foundation complete excludin pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203. Face wall-

11.88

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Brick masonry in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204. (I) In 1:3 cement mortar.

2.4

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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

17.34

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