Public Works Roads Department Tender
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Costs
EMD
₹ 3,77,500Document Cost
Refer DocumentsTender 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
2018_PWD_7757_1Bid Award Id
ViewTender No
Nalbari/SOPD(G)/09 (RT)Tender 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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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. (ii) For Grading II Material
1406.25
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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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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
703.13
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Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504 (Including of edge restrain and carriage)
9375
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign
board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front
and gray colour on back with red reflective border of 65 mm width and required letters
and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for
Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x
12 SWG sheet tube firmly fixed to the ground by mean of properly designed
foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below
ground level as per approved drawing Clause 1701.2.2 ii) 60 cm equilateral tringle
8
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign
board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front
and gray colour on back with red reflective border of 65 mm width and required letters
and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for
Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x
12 SWG sheet tube firmly fixed to the ground by mean of properly designed
foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below
ground level as per approved drawing Clause 1701.2.2 ii) 80 x 60 cm rectangular
8
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Earthwork 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 Upto 3 m depth
260
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Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Granular Material
18.35
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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 A. With crushed stone. (I) P.C.C grade M 10 Nominal mix 1:3:6
29.35
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Stone masonry work in cement mortar in foundation complete as per drawing and
technical specifications Clauses 702, 704, 1202 & 1203.In 1:3 cement mortar
122.63
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 I. Brick masonry in 1:3 cement mortar
129.15
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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
15.15
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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 A.With crushed stone, 1) RCC grade M20, Height upto 5 M
5.42
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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. 1000 mm dia
37.5
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Drainage spouts complete as per drawing and technical specifications Clause 1209
2
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Providing and fillling joint sealing compound as per drawings and technical
specifications with coarse sand and 6 per cent bitumen by weight.
12
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.43
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete butment, 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
168
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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. With crushed stone
0.59
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
180.1
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