Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Jan 2024
Closing DateCancelled
Tender Amount₹ 4,33,95,000
Costs
EMD
₹ 9,14,000Document Cost
₹ 9,140Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_35115_151Tender No
CE/DEV/TB/707/2023-24/01Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202).
I) By Manual Means.
(C) Prestressed/Reinforced Cement Concrete grade M-20 & above.
73.95
-
1270.8
Embankment Construction with Material Obtained from Borrow Pits (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.
7987.65
-
258.21
Construction of Sub grade and Earthen shoulders (Construction of Sub grade and Earthen shoulder with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead upto 1000 m as per Technical Specification clause 303.1 (i) Private Land.
4232.36
-
339.68
A) By Mix in Place Method. 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. (A) By Mix in Place Method ii) For Grading II Material
G.S.B. Gr-II (150 mm)
2680.7
-
2206.19
Water Bound Macadam (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 Mannual Means II) Grading II
b) Using Screening Type-A (13.2mm Agg.) W.B.M - II (75 mm)
1340.35
-
4448.87
Water Bound Macadam (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 Mannual Means II) Grading III
b) Using Screening Type-A (13.2mm Agg.) W.B.M - III (75 mm)
1340.35
-
4473.09
Prime Coat : Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning 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
(i) Low Porosity.
17871.36
-
39.78
Tack coat : 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.
17871.36
-
13.33
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. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)
ii) With rock dust as filler ( refer table 500-9 of MoSRT&H
specification)
A. With 60/70 or VG-30 grade bitumen
(ii) for Grading II (10 mm nominal size)
536.14
-
10159.82
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
-
24845.31
Guard Posts 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 upto 20mm size) of cemnt concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strios 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.
20
-
1324.36
Retro-reflectorised Traffic sign (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 tringle
32
-
3933.19
Retro-reflectorised Traffic sign (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.
(iii) 60 cm circular
8
-
5345.8
Retro-reflectorised Traffic sign (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.
(iii) 60 cm x 60 cm square
4
-
6202.34
Kilo Metre 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).
6
-
2509.17
Kilo Metre 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
iv) 200 m stone (precast)
19
-
667.27
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
940
-
566.13
Planting of Trees and their Maintenance for one Year (Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
80
-
760.72
(RCC Box Cell Culvert)Earth work in excavation of foundation 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 up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material.
i) Ordinary Soil
(i) upto 3.00 m depth
498.15
-
127.69
Sand Filling in foundation trenches as per drawing and Technical Specification 305.3.9
48.71
-
1644.26
PCC 1:3:6 in foundation. 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) PCC Grade M10
(i) Nominal Mix 1:3:6
20.46
-
6036.57
PCC 1:2:4 in foundation. 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 : iii) PCC Grade M20
(i) Nominal Mix 1:2:4
25.3
-
6664.29
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 &1204.
A. WithCrushed stone
iv) RCC GRADE M25
(i) Height up to 5m
147.67
-
7992.49
Providing & Laying Reinforced Cement Concrete in Superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 & 1205.5.
A. WithCrushed stone
iv) RCC GRADE M25
(i) Height up to 5m
59.06
-
8677.89
Construction of RCC railing of M 25 grade, cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900, and 1208.3
21.5
-
2763.19
Supplying, fitting and placing TMT reinforcement(Fe 415) in sub structure complete as per drawings and technical specifications Clauses 1002, 1005, 1010 & 1202.
12.26
-
63702.28
Supplying, fitting and placing TMT reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.
4.98
-
65217.95
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A. With Crushed stone :
12.08
-
14419.59
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 structures with slope of 1(V) : 20(H) towards drawing force complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
72
-
134.7
Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8
A. Sandy Materials
331.65
-
1487.19
Providing and laying curtain walls complete as per drawing and Technical Specifications Clause 1304.
iii) Cement concrete grade M10
104.54
-
5734.64
Drainage spouts complete as per drawing and technical specifications Clause 1209.
4
-
1873.77
Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall.
12.7
-
2366.33
Painting two coats including primer coat after filling the surface with synthetic enamal paint I all shades on new, plastered/ concretes surfaces as per drawing and technical specification clause 1701.
201.31
-
116.05
Construction of temporary Bamboo bridge of 3.70m clear road way with Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should be digonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work.
5
-
3473.17
(Hulmagaon to Kailagaon (Silghagri) village road)Cleaning and grubbing road land.(Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, 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) By Manual means. (A) In area of non-thorny jungle.
0.39
-
52995.08
Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
A. Lead upto 100 m
iii) Girth above 900 mm to 1800 mm
8
-
877.56
Embankment Construction with Material Obtained from Borrow Pits (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.
1668.73
-
258.21
Construction of Sub grade and Earthen shoulders (Construction of Sub grade and Earthen shoulder with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead upto 1000 m as per Technical Specification clause 303.1 (i) Private Land.
467.1
-
339.68
A) By Mix in Place Method. 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. (A) By Mix in Place Method ii) For Grading II Material
G.S.B. Gr-II (150 mm)
300.12
-
2238.8
Water Bound Macadam (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 Mannual Means II) Grading III
b) Using Screening Type-A (13.2mm Agg.) W.B.M - III (75 mm)
180.07
-
4384.52
Providing and laying interlocking concrete block pavement (M 40) having thickness 80mm as per technical specification clause 1504 including carraige a) Including Edge block/ Edge restraints.
I.C.B.P. (80 mm)
2400.95
-
1161.08
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
-
25558.75
Retro-reflectorised Traffic sign (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 tringle
6
-
3933.19
Retro-reflectorised Traffic sign (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.
(iii) 60 cm circular
4
-
5345.8
Retro-reflectorised Traffic sign (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.
(iii) 60 cm x 60 cm square
2
-
6202.34
Kilo Metre 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).
2
-
2509.17
Kilo Metre 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
iv) 200 m stone (precast)
3
-
667.27
Planting of Trees and their Maintenance for one Year (Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
20
-
760.72
Guard Posts 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 upto 20mm size) of cemnt concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strios 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.
20
-
1324.36
(RCC Box Cell Culvert)Earth work in excavation of foundation 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 up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material.
i) Ordinary Soil
(i) upto 3.00 m depth
457
-
127.69
Sand Filling in foundation trenches as per drawing and Technical Specification 305.3.9
46.16
-
1644.26
PCC 1:3:6 in foundation. 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) PCC Grade M10
(i) Nominal Mix 1:3:6
4.38
-
6036.57
PCC 1:2:4 in foundation. 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 : iii) PCC Grade M20
(i) Nominal Mix 1:2:4
21.46
-
6664.29
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 &1204.
A. WithCrushed stone
iv) RCC GRADE M25
(i) Height up to 5m
172.93
-
7992.49
Providing & Laying Reinforced Cement Concrete in Superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 & 1205.5.
A. WithCrushed stone
iv) RCC GRADE M25
(i) Height up to 5m
69.24
-
8677.89
Construction of RCC railing of M 25 grade, cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900, and 1208.3
56.6
-
2763.19
Supplying, fitting and placing TMT reinforcement(Fe 415) in sub structure complete as per drawings and technical specifications Clauses 1002, 1005, 1010 & 1202.
11.09
-
63702.28
Supplying, fitting and placing TMT reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.
4.66
-
65217.95
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A. With Crushed stone :
11.04
-
14419.59
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 structures with slope of 1(V) : 20(H) towards drawing force complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
16
-
134.7
Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8
A. Sandy Materials
124.2
-
1487.19
Providing and laying curtain walls complete as per drawing and Technical Specifications Clause 1304.
iii) Cement concrete grade M10
35.82
-
5734.64
Drainage spouts complete as per drawing and technical specifications Clause 1209.
12
-
1873.77
Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall.
100.1
-
2358.2
P.C.C. M30 ordinary grade(1:2.5:5) levelling corse below approach slab complete as per drawing and technical specifications etc (A) With crushed stone (I) Nominal Mix.
6.21
-
5667.4
Reinfoced Cement Concrete M25 grade Approach Slab incuding reinforcement and formwork complete as per drawing and technical specifications etc (A) With Crushed stone
12.42
-
11938.79
Painting two coats including primer coat after filling the surface with synthetic enamal paint I all shades on new, plastered/ concretes surfaces as per drawing and technical specification clause 1701.
144.95
-
116.05
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
74.88
-
3622.44
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
(i) Boulder
24.23
-
2702.73
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
12.12
-
2516.17
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