Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date15 Nov 2022
Closing Date5 Dec 2022
Tender Amount₹ 23,32,800 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 22,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
114563Bid Award Id
ViewTender No
114563Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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 including dewatering etc. complete.(I) Ordinary soil(i) Upto 3 m depth
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146
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.A-Using concrete mixer
(i) PCC Grade M15
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4613
(ii) PCC Grade M20
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5247
Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).A-Height upto 5m
(a) Using concrete Mixer(i) P.C.C. Grade M-15
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4880
(ii) P.C.C. Grade M-20
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5551
R.C.C. Grade M-20
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5603
Furnishing and Placing orced/Prestressed cement concrete in super-structure as per drawing and Technical Specification ections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). A-RCC Grade M25 (I) For Solid Slab Super Structure A-Using Concrete Mixer (i) Height upto 5m
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6877
(ii) Height 5m to 10m
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7164
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304)
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1819
Providing, fitting and fixing mild steel railing complete as per drawing and Technical tion and as per relevant clauses of section 1900 and 2703.2
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2963
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and asper relevant section 2700
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4437
Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700
and 2704
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9467
Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specifications.
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217
Providing painting figuring and numbering to minor bridge up to 30 m linear waterway complete as per IRC specifications.
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181
Providing painting figuring and numbering to major bridge, linear waterway xceeding 30 m complete as per IRC specifications.
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201
Painting on Concrete Surfaces Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
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62
One coat on old surfaces ( Painting one or two coats after cleaning all dirt & dust, filling the surface with synthetic enamel paint in all shades on old concrete surfaces)
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48
Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)
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50
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 clause 2503.
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2413
Providing and laying PitchingStone/ Boulder 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 clause 2504.
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2413
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
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3768
Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets). 600 mm dia
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2617
900 mm dia
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5032
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
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80
Compacting Original Ground Compacting Original Ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the subgrade level , watered, graded and compacted in layers to meet requirement of table 300-2 for sub grade construction
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50
Construction of RCC open drain 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.
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4905
Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 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 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 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.
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2592
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specifications and as per clauses of section 1500,1700 and 2100.
Random Rubble Masonry Coursed / uncoursed
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3960
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
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905
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200.
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1926
Providing cement plaster 12 mm thick in cement mortar 1:3 complete as per drawing and specifications as per section 1000 & 1300.
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100
Grouting with C.M. 1:4 in Pitching as per drawing and technical specification.
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1000
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