Public Works Roads Department Tender
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Costs
EMD
₹ 1,19,800Document Cost
₹ 1,700Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_PWD_17519_5Bid Award Id
ViewTender No
DRC-XIII/16/98/NIT/TSK/134Tender 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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4.1/(A)/(ii) : Granular Sub-base with well Graded Material ( Table:- 400.1). By Mix in Place Method : 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 compacted with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401. (II) For grading-II Material
402.75
-
2673.37
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4.7/3/A - WBM Grading 3 - Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fillup the interstices of coarse aggregate,watering and compacting to the required density Grading 3 as per technical specification clause 405. (A) By Manual means
185.63
-
4132.33
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6.7 (A)/(i)(a) : Inter locking concrete Block pavement : Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)
80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
2475
-
918.7
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B. Cross Drainage Works: Construction of 3 Nos (1/1) single row 1000mm dia NP3 Hume pipe Culvert : Length =5.00 m )
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Vide item no 9.1 of SOR for Rural Roads for 2018-19.
125.02
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102
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
18.49
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5216.6
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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. Vide item no 9.3 of SOR for Rural Roads for 2019-20. 600mm dia
15
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6880.5
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Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109: Brick masonry work in 1:4 cement mortar
91.66
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6464.4
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108. Sand filling. Vide item no 11.2 (i) of SOR for Rural Roads for 2019-20.
19.46
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1411.8
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12.3 : Plastering with cement mortar (1:4 ), 15mm thick on brickwork in sub-structure as per technical specification Clauses 613.4 & 1204
8.06
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1211.7
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