Public Works Roads Department Tender
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Costs
EMD
₹ 2,00,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_39820_148Tender No
CE/DEV/TB/213/2024-25/04 Dtd. Guwahati, 20th September, 2024Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
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
(i) Private Land
3937.83
258
-
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.
(i) Private Land
670
339
-
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
420
2840
-
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.
(A) By Manual Means
229.5
4583
-
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.
a) including Edge block/Edge restraints
3060.27
1161
-
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
600mm equilateral triangle
6
3933
-
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
600mm circular
6
5345
-
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
800mm x 600mm rectangular
6
7537
-
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
24845
-
3.19 Surface Drains in Soil
(I) Construction of unlined surface drains of average cross-sectional area 0.40 sqm
in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
(A) Manual Means
1920
73
-
16.28 RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top,
curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.
(b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT
main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
140
1324
-
10.5 Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 .
288
116
-
12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone
I P.C.C grade M 15
i) Nominal mix (1:2.5:5)
12.6
6234
-
14.1 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
54
1860
-
14.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I Stone/Boulder
48
1860
-
14.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
24
2049
-
Construction of 600 mm Dia HPC
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.
21.94
127
-
PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
1.29
6036
-
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
2.3
1558
-
Brik 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)
11.03
7450
-
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)600 mm dia.
7.5
3272
-
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
18.07
146
-
Construction of RCC Cross Darin 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. Depth upto 3 m
10
127
-
11.4 Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803,
1202 & 1203
B With natural Gravel
I P.C.C Grade M 10
Nominal mix 1:3:6
2
5607
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in
substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.96
63702
-
12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A With Crushed Stone
IV RCC Grade M 25
i) For height upto 5 m
6.12
7992
-
17.50 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A Sandy material
3.5
1498
-
Construction of RCC 6.00 m span Slab culvert 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 side (I) Ordinary Soil Upto 3 m depth
123.68
127
-
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
15.43
6036
-
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
149.74
6664
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B. With Natural Gravel (ii) R.C.C M25 (a) Height upto 5M
25.21
8677
-
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
52.56
2073
-
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
16
134
-
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.75
65217
-
Construction of 1.00 m x 1.00 m RCC Box culvert
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.
14.7
127
-
PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
2.36
6036
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From
Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in
substructrue complete as per drawings and technical specification Clauses
1002, 1005, 1010 & 1202
0.9
63702
-
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204
A. With crushed Sone
III. RCC Grade M 20
Nominial mix (1:2:4)
6.48
7480
-
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204
A. With crushed Sone
I. PCC Grade M 15
Nominial mix (1:2.5:5)
9.97
6234
-
Back filling behind abutment, wing wall and return wall complete as per
drawing and Technical specification A.Granular material
1.35
1498
-
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
16
134
-
Utility Shifting
1
32544
-
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