Bodoland Territorial Council Tender

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Bodoland Territorial Council - BTC Tender

Eprocure
Opening Date20 Aug 2018
Closing Date30 Aug 2018
Tender Amount₹ 22,31,438 
Notes
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Costs

Description

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BOQ Items

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Suppling fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, clearing, cutting and bending to proper shapes and length as per details, supplying and bending with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) (c) ISI approved Mild steel reinforrcement bar (M.S. Bar)

19.78

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Provinding form work of ordinary Timber planking so as to give a rough finish including centering, shuttering, strurting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.1.1.1 Foundation, footings, base of colomns, piles, cap, raft and mass concrete work etc. (B) Using 25mm thick plank.

93.48

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Provinding form work of ordinary Timber planking so as to give a rough finish including centering, shuttering, strurting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.1.1.2 Sides of Tie beams, grade beams etc. at or below level. (B) Using 25mm thick plank.

219.65

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Provinding form work of ordinary Timber planking so as to give a rough finish including centering, shuttering, strurting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.1.1.3 Colomns, Pilars, Posts and Strut. (B) Using 25mm thick plank.

507.22

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Provinding form work of ordinary Timber planking so as to give a rough finish including centering, shuttering, strurting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.1.1.4 Sides and Sofits of Beams, beam haunchings, cantilever girders, bressumure, Lintels and horizontal ties. (B) Using 25mm thick plank.

111.28

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Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing, steps, walls, bricks etc. as directed and specified including dewatering if necessary, and curing complete (shuttering works where necessary shall be measured and paid separately) (B) In prop 1 cement : 4 Sand : 8 coarse aggregate by volume.

16.32

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Providing and lying plain/reinforcement cement concrete works cement with coarse sand and 20mm downgraded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measurend and paid separately) (I) Using mixure machine . (A) In Sub-Stucrture upto plinth level. Foundation, footings, columns with base, tie & plinth beam, pile cap, base sleb, retaining walls, walls of the septic tank inspection pit and the like and other works not less than 100mm thick upto plinth level. (N) Without using mixure plasticiser (a) M15 grade concrete or prop 1:2:4.

69.25

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(B) In Super-Stucrture from plinth level upto 1st floor level. (ii) Columns, pillars, posts, sturts, suspended floor roof landing, shelf & support balcony, lintel, sill band, beam, girder, bressumer, cantilever, stair case (except spiral stair case and landing) including preparing the top surface & finishing of nosing. (N) Without using mixure plasticiser (a) M15 grade concrete or prop 1:2:4.

23

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1st class brick nogged wall in cement mortar including tracking out joins and curing complete as directed in super sturcture above plinth upto first floor level (protruding M.S. rod/Tor steel of column to be embeded in cement mortar ane will be measured and paid separately) (B) In cement mortar in proportion 1:4. (1 Cement:4 sand)

600.95

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15mm thick cement plaster in single coat on single or half brick wall for interior plastering upto 1st floor level including arrises, internal rounded angle not exceeding 80mm girth and finish even and smooth including curing complete as directed. (A) On rough side (B) In cement mortar 1:4.

1446.74

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CEMENT PAINT & PRIMER : (A) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly broming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand prepared and smooth.

1446.74

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(B) Finishing wall with water proofing cement paint of apporved brand and manufacture and of required shade on new wall surface (two coats) to give an even shade after thruoghly all dirt and remains of loops powered materials.

1446.74

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Iron Gate Earth work in excavation for foundation trenches of walls, retaining walls, footings of column steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing,, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) up to adepth of 2.00m below the existing ground level. (a) In ordinary soil

8.94

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Providing soling in foundation and under floor with stone/best qaulity picked jhama brick, and sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a) Brick on flat soling

11.88

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Suppling fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, clearing, cutting and bending to proper shapes and length as per details, supplying and bending with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) (b) Other ISI approved TMT reinforrcement bar(SRMB/SAI/BISCON/X tech) (For Assam type Bldg. drain works, retaining wall & boundary wall etc.

2.85

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Suppling fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, clearing, cutting and bending to proper shapes and length as per details, supplying and bending with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) (c) ISI approved Mild steel reinforrcement bar (M.S. Bar)

0.63

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Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing, steps, walls, bricks etc. as directed and specified including dewatering if necessary, and curing complete (shuttering works where necessary shall be measured and paid separately) (B) In prop 1 cement : 4 Sand : 8 coarse aggregate by volume.

0.78

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Provinding form work of ordinary Timber planking so as to give a rough finish including centering, shuttering, strurting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.1.1.1 Foundation, footings, base of colomns, piles, cap, raft and mass concrete work etc. (B) Using 25mm thick plank.

4.86

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Provinding form work of ordinary Timber planking so as to give a rough finish including centering, shuttering, strurting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.1.1.2 Sides of Tie beams, grade beams etc. at or below level. (B) Using 25mm thick plank.

9.18

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Provinding form work of ordinary Timber planking so as to give a rough finish including centering, shuttering, strurting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: 3.1.1.3 Colomns, Pilars, Posts and Strut. (B) Using 25mm thick plank.

25.2

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Providing and lying plain/reinforcement cement concrete works cement with coarse sand and 20mm downgraded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measurend and paid separately) (I) Using mixure machine . (A) In Sub-Stucrture upto plinth level. Foundation, footings, columns with base, tie & plinth beam, pile cap, base sleb, retaining walls, walls of the septic tank inspection pit and the like and other works not less than 100mm thick upto plinth level. (N) Without using mixure plasticiser (a) M15 grade concrete or prop 1:2:4.

3.36

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(B) In Super-Stucrture from plinth level upto 1st floor level. (ii) Columns, pillars, posts, sturts, suspended floor roof landing, shelf & support balcony, lintel, sill band, beam, girder, bressumer, cantilever, stair case (except spiral stair case and landing) including preparing the top surface & finishing of nosing. (N) Without using mixure plasticiser (a) M15 grade concrete or prop 1:2:4.

0.89

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15mm thick cement plaster in single coat on single or half brick wall for interior plastering upto 1st floor level including arrises, internal rounded angle not exceeding 80mm girth and finish even and smooth including curing complete as directed. (A) On rough side (B) In cement mortar 1:4.

16.2

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Suppling, fitting and fixing double leaf heavy duty Iron gate, frame made from 40mmX6mm M.S. angle and with M.S. flate of 40mmX6mm size as per approved design. Necessary locking arrangement for temporary clossing the gate 2 and 2Nos. (Minimum) strong Iron Hinges of M.S. Bars and flate of same size of each lead to be embbaded CC brick pilars as nnecessary including a red oxide painting to all Iron works as directed and specified. (Separate payment will made for cost).

7.47

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Provimg 0.63mm thick (24 gauge) glavd plain sheet in valley, lining, flashing etc. and fitted gaved. Iron J or L hook bolts and nuts, G.I. limpt and bitumen washer complete band to set and fixed in a positions as directed.

19.59

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Applying primery coat over new steel and other metal surface over 100M in width or girth after preparing the surface by throughly cleaning Oil, grease, dirt and other foreign matter and Scoured with wire brushes, fine steels, wood, scraps and sand paper. (A) With ready mixed "red-lead/red-oxide" primer.

55.2

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Painting Two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture (Asian Paint/Barger Paint/ICI Paint/J & N Paint/nerolac) to give even shade including cleaning the surface of all dirts, dust and other foreign matter. (B) High gloss Asian Paint/Barger Paint/ICI Paint/J & N Paint/nerolac.

55.2

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CEMENT PAINT & PRIMER : (A) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly broming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand prepared and smooth.

16.2

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(B) Finishing wall with water proofing cement paint of apporved brand and manufacture and of required shade on new wall surface (two coats) to give an even shade after thruoghly all dirt and remains of loops powered materials.

16.2

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