Public Works Roads Department Tender
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Costs
EMD
₹ 6,25,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWD_12719_2Tender No
SE/JRC/SOPD(G)/8742Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
(A) By mix in place Method -Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare 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. For Gr material (Gr-II)
1741.26
-
2996.52
Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification clause 405
(3) Grading-III (A) By manual means (For Road)
1044.76
-
5107.2
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)
13930.11
-
1078.75
Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
1
-
13746.68
E/W in excavation for structure as per drawing and technical specification cl 305.1 including setting out,construction of shoring and bracing ,removal of stumps and other deleterious material and disposal upto a lead of 50m ,dressinf of side.
Ordinary soil up to 3m depth
218.48
-
115.26
Plain cement concrete M10(1:3:6) nominal mix in levelling course below open foundation of head wall as per drawing and technical specification cl 1109
23.72
-
5894.75
Laying (First class) bedding on well compacted sand, moorum as per clause 1105 (ii)Granular materia
23.56
-
1547.03
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
78.34
-
7540.22
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
94.89
-
8065.78
Plastering with cement mortar (1:4)15 mm thick on brick work for sub-structure as per technical specification
321.88
-
136.92
Providing and laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row B) 600mm dia
90
-
3262.07
Providing and laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row B) 1000mm dia
22.5
-
7774.94
E/W in cushing-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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
600.3
-
323.53
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (i)Sand filling
128.23
-
1595.32
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement mortar
202.5
-
255.83
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