Public Works Roads Department Tender
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Costs
EMD
₹ 8,43,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_PWD_17185_1Bid Award Id
ViewTender No
CE/DEV/TB/571/2019-2020/5 Nalbari-PallaTender 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.
787.5
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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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.using stone screening, Grading - III (A) Manual means
393.4
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Inter locking concrete Block pavement :- Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical pecification clause 1504 (inclusive of Edge restraint and carriage)
5250
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Planting of trees by the road side(Avenue trees) in o.60 m dia holes, 1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,watering,fixing the tree guards and maintaining the plants for one year
110
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Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iI) 60 cm equilateral triangle
1
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02.Natun Kheluwa to Satripam road :- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to
be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means.A) In area of non thorny jungle
1.379
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet equirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per
Technical Specification Clause 301.5. (a) From private land
6527.891
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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.From private land
5824.35
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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.
1108.125
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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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.using stone screening, Grading - III (A) Manual means
553.57
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Inter locking concrete Block pavement :- Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical pecification clause 1504 (inclusive of Edge restraint and carriage)
7387.5
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Planting of trees by the road side(Avenue trees) in o.60 m dia holes, 1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,watering,fixing the tree guards and maintaining the plants for one year
154
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Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iI) 800 mm x 600 mm rectangular
1
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Cl.1104 including setting out,construction of shoring and bracing removal of stumps and other deleterious matter,dressing of sides and bottom and back filling with approved material.(1) Upto 3 m depth
124.76
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Bedding of pipe : Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105
(i)
11.01
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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 (II)PCC grade M15
5.04
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Providing and laying RCC NP3 in Single Row:- 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. (B) 1000 mm dia
22.5
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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 in 1:4 cement mortar
48.78
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Brick Masonry Work in cement mortar in substructure complete exculding pointing and plastering as per drawing and technical specification
Clause 602,603,604,1202,1204.
9.09
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per
technical specification
108.06
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3.Silakuti to Sakojola: - Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to
be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means.A) In area of non thorny jungle
1.02
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-
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet equirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per
Technical Specification Clause 301.5. (a) From private land
3306.88
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-
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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.From private land
4528.9
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-
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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.
815.63
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-
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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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.using stone screening, Grading - III (A) Manual means
428.2
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Inter locking concrete Block pavement :- Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical pecification clause 1504 (inclusive of Edge restraint and carriage)
5437.5
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-
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Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iI) 800 mm x 600 mm rectangular
1
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-
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Cl.1104 including setting out,construction of shoring and bracing removal of stumps and other deleterious matter,dressing of sides and bottom and back filling with approved material.(1) Upto 3 m depth
53.5
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-
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Bedding of pipe : Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105
(i)
5.112
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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
3.612
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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 in 1:4 cement mortar
29.04
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Providing and laying RCC NP3 in Single Row:- 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. (B) 1000 mm dia
15
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-
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per
technical specification
44.14
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