Public Works Department Tender
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Public Works Department - PWD Tender
Opening Date22 Jan 2020
Closing Date31 Mar 2020
Tender Amount₹ 17,31,86,000
Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
60000Bid Award Id
ViewTender No
60000Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Granular Sub-base as per Table:- 400-1
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Construction of granular sub-base by providing graded Material,carriage of mixed Material to work site,spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
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-
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Plant mix method (with Mechanically crushed stone only)
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For Lower Sub-base with
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Grading-III Material
20020
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1423
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)
13629
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1434
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Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.
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on WBM/WMM surface @0.85 Kg/sqm.
67699
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64
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Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
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Granular surfaces treated with primes @ 0.30 kg /Sqm
67699
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17
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Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)
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With sensor paver finisher
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for Grading-II (26.5 mm nominal size bitumen content 4.50%)
6535
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8148
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Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)
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With sensor paver finisher
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for Grading II (13.2 mm nominal size) with bitumen 6.0 %
1961
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10092
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Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete.
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With vibratory roller
4622
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291
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)
2424.3333333333335
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707
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Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cementconcrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing)
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Made of Class-C Micro Prismatic Grade Sheeting of Type IX (for National Highway and State Highway)
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With Aluminum sheeting of 2 mm thickness
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90 cm equilateral triangle
18
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6038
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80 cm x 60 cm rectangular
18
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7535
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Construction of RCC open drain
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Construction of RCC open drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC M-20 walls, 150 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 10 mm dia horizontal bars @ 150 mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c (L=1400 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
5200
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4905
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Construction of RCC Drain/Cover/Chamber
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Construction of RCC drain/chamber cover, placing in position,providing shuttering and concreting by using concrete mixer,compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20
2028
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4146
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
3.0622800000000003
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56301
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
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Ordinary soil
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Up to 3 m depth
61.2
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146
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Plain cement concrete complete as per drawing and Technical Specifications
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PCC Grade M 15
25.35
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3768
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Providing and laying Reinforced Cement Concrete pipe NP 4 /prestressed concrete pipe (Laying Reinforced cement concrete pipe NP4 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipe ,excavation, protection works, backfilling, concrete and masonryworks in head walls and parapets . )
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1000 mm dia
45
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6609
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Granular Sub-base as per Table:- 400-1
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Construction of granular sub-base by providing graded Material,carriage of mixed Material to work site,spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
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Plant mix method (with Mechanically crushed stone only)
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For Lower Sub-base with
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Grading-III Material
34.875
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1423
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Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines,grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters)
14270
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44
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
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Ordinary soil
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upto 3 m depth
356.34999999999997
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146
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
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PCC Grade M15
228.91899999999998
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3768
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Providing and laying Reinforced Cement Concrete pipe NP 4 / prestressed concrete pipe (Laying Reinforced cement concrete pipe NP4 /prestressed concrete pipe for culverts including fixing collarwith cement mortar 1:2 but excluding bedding below pipe ,excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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1200 mm dia
75
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8843
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504
12.088799999999999
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2079
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504
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Stone/Boulder
24.177599999999998
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2413
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503
8.64
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2413
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Painting on Concrete Surfaces
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Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
51.96750000000001
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62
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.
(i) Granular material
85.0428
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905
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Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.
12
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1491
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Sub Divisional Officer
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P.W.D. N.H. Sub Division
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Bilaspur (C.G.)
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