Bodoland Territorial Council Tender
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Costs
EMD
₹ 76,000Document Cost
₹ 800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BoTC_39654_1Bid Award Id
ViewTender No
CRD/01 of 2024-25Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
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Documents
BOQ Items
RCC Box Cell Bridge (size 2.00m x 2.00m) ( 1 cell) = 2 Nos. Earthwork in excavation of foundation of structure as per drawing and technical specifications including setting out, construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and botttom and back filling with approved materials. I. Ordinary soil
196.92
-
-
Sand filling in foundation trenches as per drawing and technical specifications.
14.51
-
-
Plain cement concrete 1:3:6 nominal mixes in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
7.22
-
-
Plain/ Reinforced cement concrete work in open foundation as per drawing and technical specification. (II) PCC Grade M-15
7.76
-
-
Plain/ Reinforced cement concrete work in sub-structure complete as per drawing and technical specifications. III. RCC Grade M20 (i) Height upto 5m Slab (Bottom)
11.35
-
-
Providing and laying reinforced cement concrete in super-structures as per drawing and technical specifications. A. RCC Grade M20 (i) For solid slab super-structure (a) Height upto 5M
31.56
-
-
Construction of RCC railing of M25 grade, in cast-in-situ with running 20mm 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 2000mm as per drawing and technical specifications.
10
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-
Supplying, fitting and placing of TMT bar reinforcement in sub-structure as per drawing and technical specifications.
3.81
-
-
Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and technical specification.
2.84
-
-
Providing weep holes in brick masonry/ plain/ reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specification.
28
-
-
Back filling behind abutment, wing wall and return wall as per drawing and technical specification. II) Sandy material
120
-
-
Providing and laying curtain walls as per drawing and technical specifications stone masonry in cement mortar (1:3)
14.86
-
-
RCC Box Cell Bridge (size 1.00m x 1.00m) ( 1 cell) = 3 Nos. Earthwork in excavation of foundation of structure as per drawing and technical specifications including setting out, construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and botttom and back filling with approved materials. I. Ordinary soil
70.53
-
-
Sand filling in foundation trenches as per drawing and technical specifications.
13.35
-
-
Plain/ Reinforced cement concrete work in open foundation as per drawing and technical specification. (II) PCC Grade M-15
3.33
-
-
Plain/ Reinforced cement concrete work in sub-structure complete as per drawing and technical specifications. III. RCC Grade M20 (i) Height upto 5m
24.89
-
-
Supplying, fitting and placing of TMT bar reinforcement in sub-structure as per drawing and technical specifications. C) With other make ISI marked TMT rebar.
3.93
-
-
Plain/Reinforced cement concrete work in sub-structure complete as per drawing and technical specifications. B. RCC Grade M20 (i) Height upto 5m
9.2
-
-
Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and technical specification.
2.06
-
-
Back filling behind abutment, wing wall and return wall as per drawing and technical specification. II) Sandy material
85.42
-
-
HP Culvert = 5 Nos. Earthwork in excavation of foundation of structure as per drawing and technical specifications including setting out, construction of shoring and bracing removal of stumps and other deleterious matter dressing of sides and botttom and back filling with approved materials. I. Ordinary soil
23.28
-
-
Plain cement concrete 1:3:6 nominal mixes in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
4.9
-
-
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. (600mm dia)
25
-
-
Brick masonry work in 1:3 in sub-structure complete including pointing and plastering as per drawing & technical specification.
21.45
-
-
Plastering with cement mortar (1:4) 15mm thick on the brick work in sub-structure as per technical specification.
75.3
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of a lead upto 1000m. i) Private land.
63.48
-
-
Providing, fitting & fixing of Display board with carrying charge
1
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-
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