Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date3 Oct 2023
Closing Date13 Oct 2023
Tender Amount₹ 30,00,000
Costs
EMD
₹ 22,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Special Repair Work Of Bridge And Culvert For Various Roads
Description
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Contact
Tender Id
148970Bid Award Id
ViewTender No
148970Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
Brick / Tile work In cement mortar
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240
Stone Masonry
B-Rubble stone masonry in cement mortar.
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240
Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of masonry works around pipes. Up to 1000 mm dia
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400
Above 1000 mm dia
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531
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
Sand Filling in Foundation Trenches as per Drawing & Technical Specifications.
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1234
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.A-Using concrete mixer
PCC Grade M15
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4613
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
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 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 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
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2413
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. Stone/Boulder
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2413
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 vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause-404.) Grading- II ( 53 to 22.4 mm size aggregate) Using Screening Crushable type such as Moorum or Gravel
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1476
Granular Sub-base as per Table:- 400-1 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 Sub-base cum drainage layer or upper sub-base with Grading-V Material
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1372
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.)
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1434
Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3.
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23
Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) 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)
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223
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 With smooth wheeled roller
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277
providing and laying un-Reinforced Cement Concrete Without Dowel Bars Including Formwork and Expansion, Contraction & Longitudinal Joints As Per Design And As Per IRC – 62-2014 Over a Prepared Base A Per Approved Mix Design and Finishing To Lines and Grade as Per Drawing For Pavement Thickness Iess than 200mm in Low Volume Roads,PCC Grade M30 With Minimum Cement Content @375kg/Cum
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4391
Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) P.C.C. M-10
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2789
P.C.C. M-15
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3695
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
1000 mm dia
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5528
1200 mm dia
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7157
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.
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2079
Grouting with C.M. 1:4 in Pitching as per drawing and technical specification.
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1000
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
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications as per section 1300 and 2200.
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5355
Add extra to item above if fly ash brick work are used.
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536
Plastering with cement mortar (1:3) on brick work in sub- structure as per Technical specifications section 1300 and 2200.
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110
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications section 1400 and 2200. Random Rubble Masonry
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3968
Repair of R.C.C. railing : Carrying out repair of RCC M-30 railing to bring it to the original shape
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129
Repair of steel railing: Repair of steel railing to bring it to the original shape ( It is assumed that damage to the steel railing is to the extent of 10 percent. )
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282
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)
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44
Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 600 mm dia
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2459
Providing 1 class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.
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759
Painting, figuring and numbering as per IRC specification complete for 5th kilometer stone
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264
Ordinary Kilometer stone
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117
Hectometer stone
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19
Boundary stone
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22
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
Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.
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95
Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation.
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431
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade concrete with HYSD reinforcement conforming to IRC:21- 2000 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH-33022/1/94-DO III dated 24 June, 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)
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3150
Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M-20 grade RCC vertical posts1.8 meters high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 meters centre to centre, complete as per approved drawing)
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1264
Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by all machines and labours required and disposal of the same on the valley side)
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57
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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 as per relevant clauses of section 1500, 1600, 1700 and 2703 (vide drawing No. SD/202, SD/304)
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1874
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700.
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11847
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
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4437
Filler joint Providing and filling joint sealing compound ( 12 m long x 100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight
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220
Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
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151
Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification. Cement Grout
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93
Cement mortar (1:1) Grouting
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172
Replacement of Expansion Joints complete as per drawings (Removal of old expansion joint)
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3549
Replacement of damaged concrete railing (Dismantling the old railing and disposal of dismantled material)
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2035
Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concrete after erection of proper form work
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194
Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3)
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2602
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