Public Works Roads Department Tender
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Costs
EMD
₹ 2,03,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWD_11800_1Tender No
DRC-XIII/16/98/NIT/DIB/189Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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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 vibratory roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
223.91
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Construction of edge restraint
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
(i)Ordinary soil Upto 3m depth
130.32
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Providing concrete for Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 &1203.
A . With crushed stone
I. PCC Grade M20 (Nominal mix 1:2:4)
130.32
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Construction of retaining wall
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
(i)Ordinary soil Upto 3m depth
214.2
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Sand filling in Foundation Trenches as per Drawing & Technical Specification Clause 305.3.9
33.6
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Providing concrete for Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 &1203.
A . With crushed stone
I. PCC Grade M10 (Nominal mix 1:3:6)
50.4
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Providing concrete for Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 &1203.
A . With crushed stone
I. RCC Grade M20 (Nominal mix 1:2:4)
220.52
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Supplying,fitting and placing TMT bar reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202.
2.26
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification clause 1204.3.8
(B) Sandy material
164.2
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Inter locking concrete Block Pavement
(I) Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical Specification Clause 1504.
3003.5
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Dismantling of existing structure like culverts, bridge, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking serviceable material with all lift and lead of 100m as per Technical Specification Clause 202.
II. By Mechanical means
(A) Cement concrete.
27
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Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
(i)Ordinary soil
(i) upto 3m depth
163.92
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Plain cement concrete M 10 (1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawing and Technical Specification Clause 1109
18.72
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Bedding for pipe
(i) Type B( First class) Bedding
Laying c(First class) bedding on well compacted sand,moorum or approved granular material as per Clause1105(ii)
8.34
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Brick masonry work in cement mortar in foundation of head walls complete as per drawing and Technical Specification Clause 1109
(A) Brick ,Masonry in 1:4 cement mortar
78.96
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Providing and laying reinforced cement concrete pipe NP3 for culverts on fiurst 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
45
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Plastering with Cement mortar (1:4) 15 mm thick on brickwork in substructure as per Technical Specification Clause 613.4 & 1204.
179.58
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Dismentling of existing structure like culvert,bridge,retaining walls and other structure composing of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per Technical Specification Clause 202. I. By manual means. (B) Cement morter
26.4
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Earth work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated suitable material.
(I) Ordinary soil
Depth upto 3.00m
17.25
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Sand filling in Foundation Trenches as per Drawing & Technical Specification Clause 305.3.9
1.5
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Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 & 1203
A. With crushed stone
( I) PCC Grade M10 (1:3:6)
1.65
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Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 & 1203
A. With crushed stone
(IV) RCC Grade M20 (1:2:4)
8.9
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Supplying,fitting and placing TMT bar reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202.
0.87
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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 foce complete as per Technical Specification Clause 614,709,1204.3.7
20
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Backfilling behind abutment,wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8
(ii) Sandy material
4.5
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