Bodoland Territorial Council Tender
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Costs
EMD
₹ 7,35,800Document Cost
₹ 7,400Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_BTC_34674_1Bid Award Id
ViewTender No
No. ACE-150/PWD/NIT/GoodwilTender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
GEM & Bid Advisory Services
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BOQ Items
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c. Above 900 mm dia Hume pipe
5
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto
1000 m as per Technical Specification Clause 301.5.
(i) Private Land.
8217.4
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land.
3093.16
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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.
(A) By mix in place method.
(ii) For Grading II Material.
2235.75
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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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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.
WBM-III
1117.91
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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
14905.03
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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 iron post 75 mm x 75 mm x 8 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, below ground level as per drawings and Technical
Specification Clause 801.
600mm equilateral triangle
7
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600mm circular
4
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800mm x 600mm rectangular
2
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Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
(ii) Ordinary Kilometer Stone (Precast)
5
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(ii) 200 m stone (Precast)
15
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Direction and Place Identification signs with size more than 0.9 sqm size board
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3 fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm fixed on an angle iron of 25 x 25 x 4 mm supported on a mild steel single angle iron post 75 x 75 x 6 mm 2 nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Technical Specification Clause 801. (all the steel work must be Tata/Sail/or any other approved brand)
1.08
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(B) CD Work: Box Culvert, 1.0m x 1.0m, 1 Ceell, 6.00 m, 2 Nos.
Earth work in excavation of foundation 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 3.00 m depth
57.12
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
(I) Sand filling
4.86
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PCC 1:3:6 in foundation, 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
5.02
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PCC 1:2:4 in foundation, 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
III. P.C.C grade M 20
Nominal mix 1:2:4
2.34
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Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.
B. With Natural Gravel
IV. RCC Grade M-25
(i) For height up to 5m.
13.29
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Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.
B. With Natural Gravel
II. RCC grade M25
(a) Height up to 5m
5.85
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar in sub-structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
1.29
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar in super-structrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202.
0.56
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
B. With Natural Gravel
1.49
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
12
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
I. Granular material
34.78
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Providing and laying curtain walls complete as per drawing and technical specification Clause 1304
iii) Cement concrete grade M10
11.82
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
16.84
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(C) CD Work: Box Culvert, 2.0m x 2.0m, 2 Cell, 6.00 m, 6 Nos.
Earth work 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 3.00 m depth
1019.94
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
(I) Sand filling
46.17
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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
(i) Nominal mix 1:3:6
13.68
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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
III. P.C.C grade M 20
Nominal mix 1:2:4
26.55
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Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.
B. With Natural Gravel
IV. RCC Grade M-25
(i) For height up to 5m.
207.68
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.
B. With Natural Gravel
II. RCC grade M25
(a) Height up to 5m
65.62
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
129
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in sub-structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
14.12
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Supplying, fitting and placing HYSD bar reinforcement in super-structrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202.
4.74
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
A. With Crushed Stone.
10.9
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Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
132
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Back filling behind abutment, wing wall, return wall as per drawings & technical specification Clause 1204.3.8.
A. Granular Materials.
97.2
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Providing and laying curtain walls complete as per drawing and technical specification Clause 1304
iii) Cement concrete grade M10
114.48
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Drainage spouts complete as per drawing and technical specifications Clause 1209
24
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall.
508.38
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Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
96
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(D) CD Work: Box Culvert, 3.0m x 3.0m, 1 Cell, 6.00 m, 1 No.
Earth work 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 3.00 m depth
114.37
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
(I) Sand filling
6.16
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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
(i) Nominal mix 1:3:6
1.58
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-
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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
III. P.C.C grade M 20
Nominal mix 1:2:4
2.96
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-
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Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.
B. With Natural Gravel
IV. RCC Grade M-25
(i) For height up to 5m.
32.78
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.
B. With Natural Gravel
II. RCC grade M25
(a) Height up to 5m
12.27
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Supplying, fitting and placing TMT (Fe-500D) reinforcement bar in sub-structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
1.68
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Supplying, fitting and placing TMT (Fe-500D) reinforcement bar in super-structrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202.
0.5
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-
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
B. With Natural Gravel
1.45
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-
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Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
26
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-
... More
Back filling behind abutment, wing wall, return wall as per drawings & technical specification Clause 1204.3.8.
A. Granular Materials.
40.5
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-
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Providing and laying curtain walls complete as per drawing and technical specification Clause 1304
iii) Cement concrete grade M10
12.99
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall.
35
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Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
142
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