Public Works Roads Department Tender
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Costs
EMD
₹ 1,47,380Document Cost
₹ 1,474Tender Fee
Refer Documents
Summary
Package No. Mrc/tac/2024-25/04 (gr-vii)
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
2024_PWD_39697_1Bid Award Id
ViewTender No
SE/MRC/TB/NIT/01/2023-24/17Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdbnh.assam.gov.in/
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Documents
BOQ Items
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) with lead upto 1000m as per Technical Specification Clause 303.1. (i) From private land
799.66
-
339.67
Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, 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
118.87
-
2840.82
Providing, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarses aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (A) By Manual Means.
69.53
-
4583.37
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 including carriage. a) Including Edge block/ Edge restraints
927
-
1161.07
Providing and fixing of retro-refectorised cautionary, mandatory and informatory signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the fround by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical Specification Clause 801 600mm equilaterial tringle
4
-
3933.19
Providing and erecting direction and place identification of semi reflective signboards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations 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
1.2
-
10068.64
Construction of HP Culvert (1000mm dia)
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracinh , removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material
For Face Wall
For Bedding
32.68
-
127.69
PCC M10 (1:3:6 nominal mix in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
1.81
-
6036.57
Laying 1st class bedding on well compected sand, moorum as per clause 115 (ii) Granular bedding
Deduction for embeded pipe
3.45
-
1558.05
Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100 (in prop 1:4)
Dection for Hume Pipe
16.76
-
7450.77
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 hand walls and parapets clause 1106. B) 1000mm dia
7.5
-
7787.35
Plastering with cement morter (1:6) 15mm thick on brick work for substructure as per technical specification
Deduct for Hume pipe
27.62
-
146.41
Construction of C C block (Paver block) from Kamarpara Shiv Mandir to Nara Doimari House at Kamarpara
-
-
-
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201. (A) In area of Non- thorny jungles
0.11
-
52995.07
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as per technical specification Clause 301.5 (i) Private land
392.35
-
258.2
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) with lead upto 1000m as per Technical Specification Clause 303.1. (i) From private land
986.2
-
339.67
Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, 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
136.64
-
2840.82
Providing, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarses aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (A) By Manual Means.
79.66
-
4583.37
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 including carriage. a) Including Edge block/ Edge restraints
1062.19
-
1161.07
Providing and fixing of retro-refectorised cautionary, mandatory and informatory signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the fround by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical Specification Clause 801 600mm equilaterial tringle
4
-
3933.19
Providing and erecting direction and place identification of semi reflective signboards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations 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
1.2
-
10068.64
Construction of C C block (Paver block) road from Gomariati Kondoli pwd road to Arabari Kro Hemunder
-
-
-
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201. (A) In area of Non- thorny jungles
0.12
-
52995.07
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as per technical specification Clause 301.5 (i) Private land
812.03
-
258.2
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) with lead upto 1000m as per Technical Specification Clause 303.1. (i) From private land
799.86
-
339.67
Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, 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
118.77
-
2840.82
Providing, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarses aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (A) By Manual Means.
69.53
-
4583.37
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 including carriage. a) Including Edge block/ Edge restraints
927
-
1161.07
Providing and fixing of retro-refectorised cautionary, mandatory and informatory signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the fround by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical Specification Clause 801 600mm equilaterial tringle
4
-
3933.19
Providing and erecting direction and place identification of semi reflective signboards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations 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
1.2
-
10068.64
Construction of HP Culvert (1000mm dia)
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracinh , removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material
For Face Wall
For Bedding
32.68
-
127.69
PCC M10 (1:3:6 nominal mix in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
1.81
-
6036.57
Laying 1st class bedding on well compected sand, moorum as per clause 115 (ii) Granular bedding
Deduction for embeded pipe
3.45
-
1558.05
Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100 (in prop 1:4)
Dection for Hume Pipe
16.76
-
7450.77
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 hand walls and parapets clause 1106. B) 1000mm dia
7.5
-
7787.35
Plastering with cement morter (1:6) 15mm thick on brick work for substructure as per technical specification
Deduct for Hume pipe
27.62
-
146.41
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