Water Resources Department Tender
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Costs
EMD
₹ 2,20,000Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WR_127743_1Bid Award Id
ViewTender No
11/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Disposal/Carriage additional beyond 450m upto 1 km (katcha)
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Disposal/Carriage for every additional km upto 10 km (katcha)
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Disposal/Carriage additional beyond 450m upto 1 km (Pucca)
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Disposal/Carriage for every additional km upto 10 km (Pucca)
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Dressing of Earth work (New work or remodeling work)
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Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres
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Extra for laying earth/fly ash as per specifications
in 20 cm. Layers and dressing but excluding cost
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Extra for watering the earth/fly ash laid in 20 cm
layers as per specifications for compaction.
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Extra for rolling to specifications
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Dressing side slopes and preparation
of sub grade for lining.
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Putting 1:3 (Cement:water) cement
slurry with cement @ 2.25 kg per sqm
on prepared bed and side slopes
before laying concrete on bed and
side slopes
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Cement concrete lining 60 mm. thick
or less laid manually for irrigation
channels, using cement concrete M-
15 with cement content 325 kg/cum
mixed in an automatic computerized
Batching & Mixing Plant and
transported to the site in transit
mixers with an average lead of 1
Km(FOR TRAPEZOIDAL SECTION
AND CUP SECTION OF ALL RADII)
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Filling construction/contraction joints with specialimpervious hot pour 12.5mm wide.
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Filling expansion joints with special impervious hot pour 12.5mm wide.
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Earth work for lip cutting for lining of irrigation channels inclusive of all
allowances, lead and dressing :- ( 0 to 1.5 meter depth)
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)ficationss.
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Extra bitumen painting at 0.69 Kg. per Sqm.
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Polythene films/ sheet of 100,125, 150, 200,250 micron
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Dismantling brick work tile, masonry or tile lining ( In cement)
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Cement concrete 1:3:6 (a) with stone ballast or shingle (i) mixing by mechanical means using concrete mixer volumetric type.
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
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Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete
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Earth work involved in dismantling Open flume,A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing (a) with 'H' upto 0.5 m
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Dismantling outlets including removal of dismantled material involving lead upto 100 metres. (a) Dismantling O.F., A.P.M. Or O.S.M. type outlets involving dismantling cement masonry and removing of precast R.C. Slab (i) with 'H' upto 0.5 m
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Adjusting A.P.M. to the correct 'Y' and fixing in position:- (a) In case of new outlet where no dismantling and reconstructing of gullet wall is involved.
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Extra labour for dressing bricks On O.F. and A.P.M. type outlets (a) with 'H' upto 0.5 m
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Dressing side slopes and preparation of sub grade for lining.
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Single layer brick lining for irrigation channels(Distributaries and minors) or section for all depths consisting of :-First layer 12.5 mm thick cement plaster 1:5 on sub grade and finished.Second ayer of 10mm thick cement plaster1:3properly renderedand finished.75mm thickbricks laid in1:3 cement sand mortar over second layer.
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Laying brick on edge coping 356mm wide and 115mm thick in cement sand mortar 1:3
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Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3
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12.5 mm thick cement plaster 1:5 under copping.
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Filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar.
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Extra allowance for providing templates in curved portion of lining.
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
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First class burnt brick work laid in cement sand mortar 1:3 in first storey upto 4 meters above plinth level.
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Cement concrete 1:3:6 mixing by mechanical mixed with stone bllast or shingle using concrete mixer volumetric type
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Dismantling brick work tile, masonry or tile lining (a) In cement
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Dismantling metalling or dry brick ballast.
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth complete in all respect.
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Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
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Adjusting APM to the correct 'Y' and fixing in position
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Cement Concrete 1:4:8 with Stone Blast 40 mm gauge mixing by mechanical means using concrete mixer volumetric type
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Reinforced Cement Concrete 1:2:4 (for slab) (Bars excluding)
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Extra labour for dressing bricks On O.F. and A.P.M. type outlets (a)With 'H' more than 0.5 m but upto0.9m
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Centering and shuttering for flat surfaces such as suspended floors,roofs,landing,chajjas,shelves etc.
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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.
Ordinary soil, Mechanical Means, Depth 3m to 6m
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Cement concrete 1:2:4 (M15)with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
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Plain/Reinforced cement concrete M-25 in sub structure with batching plant ,transit mixer and concrete pump complete as per drawing and technical sepecification.
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications
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Plain/Reinforced cement concrete grade M30 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 Specification.
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PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700
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Reinforced cement concrete M30 approach slab including reinforcement and formwork complete as per drawing and MoRT&H specification clause 1500, 1600, 1700 & 2704
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Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
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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-40 grade concrete with HYSD reinforcement conforming to IRC:21 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 Ill 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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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Cautionary sign board 600x600x600mm triangular Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012
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Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280.
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Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012
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Advance Direction sign board 1200x1800mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012
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Earth work for dismantling or construction of
new pipe or barrel type outlets (including
excavation, refilling, consolidation and
dressing)(i) With 'H' more than 0.5 m. but upto 0.9
m
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Dismantling concrete ,Reinforced cement concrete.
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Painting two or more coats excluding priming
coat with synthetic enamel paint in all shades
on wood work, metallic or plastered, concrete surface to give an even shade.
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Applying priming coat with cement primer in
all shade on newly plastered or concrete
exterior surface
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Dressing side slopes and preparation of sub grade for lining.
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Single layer brick lining for irrigation channels(Distributaries and minors) or section for all depths consisting of :-First layer 12.5 mm thick cement plaster 1:5 on sub grade and finished.Second ayer of 10mm thick cement plaster1:3properly renderedand finished.75mm thickbricks laid in1:3 cement sand mortar over second layer.
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Laying brick on edge coping 356mm wide and 115mm thick in cement sand mortar 1:3
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Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3
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12.5 mm thick cement plaster 1:5 under copping.
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Filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar.
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Extra allowance for providing templates in curved portion of lining.
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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
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First class burnt brick work laid in cement sand mortar 1:3 in first storey upto 4 meters above plinth level.
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Cement concrete 1:3:6 mixing by mechanical mixed with stone bllast or shingle using concrete mixer volumetric type
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Dismantling brick work tile, masonry or tile lining (a) In cement
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Dismantling metalling or dry brick ballast.
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth complete in all respect.
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-
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
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-
Adjusting APM to the correct 'Y' and fixing in position
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-
-
Cement Concrete 1:4:8 with Stone Blast 40 mm gauge mixing by mechanical means using concrete mixer volumetric type
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Reinforced Cement Concrete 1:2:4 (for slab) (Bars excluding)
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Extra labour for dressing bricks On O.F. and A.P.M. type outlets (a)With 'H' more than 0.5 m but upto0.9m
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Centering and shuttering for flat surfaces such as suspended floors,roofs,landing,chajjas,shelves etc.
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-
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.
Ordinary soil, Mechanical Means, Depth 3m to 6m
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Cement concrete 1:2:4 (M15)with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
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Plain/Reinforced cement concrete M-25 in sub structure with batching plant ,transit mixer and concrete pump complete as per drawing and technical sepecification.
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications
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Plain/Reinforced cement concrete grade M30 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 Specification.
-
-
-
PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700
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-
Reinforced cement concrete M30 approach slab including reinforcement and formwork complete as per drawing and MoRT&H specification clause 1500, 1600, 1700 & 2704
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Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
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-
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-40 grade concrete with HYSD reinforcement conforming to IRC:21 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 Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified
-
-
-
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
-
-
-
Cautionary sign board 600x600x600mm triangular Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012
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-
Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280.
-
-
-
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012
-
-
-
Advance Direction sign board 1200x1800mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012
-
-
-
Earth work for dismantling or construction of
new pipe or barrel type outlets (including
excavation, refilling, consolidation and
dressing)(i) With 'H' more than 0.5 m. but upto 0.9
m
-
-
-
Dismantling concrete ,Reinforced cement concrete.
-
-
-
Painting two or more coats excluding priming
coat with synthetic enamel paint in all shades
on wood work, metallic or plastered, concrete surface to give an even shade.
-
-
-
Applying priming coat with cement primer in
all shade on newly plastered or concrete
exterior surface
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any other item
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