Public Works Roads Department Tender
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EMD
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Description
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Contact
Tender Id
2018_PWD_10220_1Bid Award Id
ViewTender No
NALBARI/SOPD-G/2018-19/03Tender 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.
703.13
-
2208.91
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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 2 as per Technical Specification Clause 405.using stone screening, Grading - II (A) Manual means
421.88
-
3591.69
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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
421.88
-
3606.18
... More
Prime coat Providing and applying primer coat with bitumen emulsion (CSS- 1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502
5625
-
34.2
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Tack Coat (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5625
-
10.2
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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. Grading II(10 mm nominal size)
140.63
-
12053.66
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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 (I) 60 cm equlateral triangle
5
-
3723.4
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Direction and Place Identification signs with size more than 0.9 sqm size board. 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
0.9
-
12165.2
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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. 1.Ordinary soil (i) Upto 3 m depth
23.1
-
102
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Bedding of pipe : Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105
(i)
7.34
-
5085.6
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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
2.31
-
5216.6
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Providing and laying RCC NP3 in Double Row:- Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double 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)1000mm dia
7.5
-
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 in 1:3 cement mortar
21.22
-
6672.8
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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. In 1:3 cement morter
4.17
-
7137.9
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per
technical specification
48.05
-
121.17
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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. 1.Ordinary soil (i) Upto 3 m depth
45.54
-
102
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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.P.C.C grade M 10
5.52
-
5216.6
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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. Brick masonry in 1:3 cement mortar
47.85
-
6672.8
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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. R.C.C grade M 20 a) Height upto 5.00 m
5.42
-
6997.71
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Drainage spouts complete as per drawing and technical specifications Clause 1209
2
-
1640.9
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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
-
21
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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
-
56316.2
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete
abutment, 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
60
-
117.7
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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.A. With crushed stone
0.59
-
12407.5
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(ii) Amayapur to Bhadra :-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 requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per
Technical Specification Clause 301.5. (a) From private land
4657.7
-
230
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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
5074.66
-
286.3
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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.(i) for grading I material
1125
-
2363.99
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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 2 as per Technical Specification Clause 405.using stone screening, Grading - II (A) Manual means
675
-
3773.44
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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
675
-
3784.24
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Prime coat Providing and applying primer coat with bitumen emulsion (CSS- 1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502
9000
-
27.9
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Tack Coat (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
9000
-
8.6
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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. Grading II(10 mm nominal size)
225
-
11038.61
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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 (I) 60 cm equlateral triangle
1
-
3723.4
... More
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. 1.Ordinary soil (i) Upto 3 m depth
124.77
-
102
... More
Bedding of pipe : Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105
(i)
11.01
-
5085.6
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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) P.C.C grade M 15
5.04
-
5085.6
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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)1000mm dia
22.5
-
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 in 1:3 cement mortar
48.78
-
6464.4
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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. In 1:3 cement morter
9.09
-
6925.7
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per
technical specification
108.06
-
121.17
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(iii) Sandha Satra road : - Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of aterial/irregularities on shoulders to the design level by adding
fresh approved selected soil and ompacting it with appropriate equipment at OMC
upto a lead of 1000 m as per technical specification Clause 1903
1912.5
-
72.1
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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
99.41
-
3714.21
... More
Prime coat Providing and applying primer coat with bitumen emulsion (CSS- 1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502
1300.45
-
27.9
... More
Tack Coat (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
7500
-
8.6
... More
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. Grading II(10 mm nominal size)
187.5
-
10818.54
... More
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 (iv) 800 mm x 600 mm rectangular
1
-
6759.7
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(iv) Amayapur to Chandakuchi via Dakhin Bezra : - 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.(I) (A) In area of non thorny jungle
1.08
-
42648.3
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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 requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per
Technical Specification Clause 301.5. (a) From private land
3046.8
-
230.6
... More
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
2557
-
286.3
... More
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.
1265.63
-
2342.42
... More
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 2 as per Technical Specification Clause 405.using stone screening, Grading - II (A) Manual means
759.38
-
3746.06
... More
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
759.38
-
3757.42
... More
Prime coat Providing and applying primer coat with bitumen emulsion (CSS- 1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical specification clause 502
10125
-
34.2
... More
Tack Coat (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
10125
-
10.2
... More
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. Grading II(10 mm nominal size) B.With rockdustas filler(refer table500-9 of MOSRT & H specification) (ii) with polymer modified bitumen 70 for Grading I(13 mm nominal size)
253.13
-
12207.72
... More
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 (I) 60 cm equlateral triangle
5
-
3723.4
... More
Direction and Place Identification signs with size more than 0.9 sqm size board. 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
0.9
-
12165.2
... More
Kilometre Stone.Reinforced cement concrete M15 grade kilometre stone/local stone of standard design
as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703(ii) Ordinary kilometer stone(precast)
3
-
2116.4
... More
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. 1.Ordinary soil (i) Upto 3 m depth
84
-
102
... More
Bedding of pipe : Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105
(i)
18.35
-
5085.6
... More
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
8.4
-
5216.6
... More
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 inSingle 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)1000mm dia
37.5
-
6880.5
... More
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 1:3 cement mortar
81.3
-
6672.8
... More
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. In 1:3 cement morter
15.15
-
7137.9
... More
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per
technical specification
180.1
-
121.17
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