Water Resources Department Tender
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Costs
EMD
₹ 3,50,000Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_127736_1Bid Award Id
ViewTender No
10/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavation of soil usinghydralic Excavator and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the
embankment locations with all lifts and Leads. ((a)) Disposal/carraige from 0 upto 450m (Kacha)
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((b)) Disposal/ carraige additional beyond 450m upto 1Km (Kacha)
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((c)) Disposal/carraige for every additional Km upto 10 Km (Kacha)
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((b)) Disposal/ carraige additional beyond 450m upto 1Km (pucca)
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((c)) Disposal/carraige for every additional Km upto 10 Km (pucca)
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Extra for laying earth/fly ash
as per specifications for compaction in 20 cm layers and dressing,watering, rolling as per specifications for compaction
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Dressingof new Earth work
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Dressing of dowel along water
carring channel in addtion to payment for dressed earth work
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :(a ) 0 to 1.5m depth
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :(b) 1.5m to 3.0m depth
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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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Dressing side slopes and preparation of sub grade for linning
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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 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cummixed in automatic computerised batching and mixing plant and transported
to site in transit mixer with an average lead of 1 km. (For Lining)
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Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported
to site in transit mixer with an average lead of 1 km. (For coping)
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Cement concrete lining 75
mm thick or less laid manually
for irrigation channel using
cement concrete M-15with
cement content 325 Kg/cum
mixed in automatic
computerised batching and
mixing plant and transported
to site in transit mixer with an
average lead of 1 km. (For
Sleeper)
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Shuttering for faces of concrete foundations and
foundation
beam & plinth beam (vertical
or battering)
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Filling Contraction Joint with
special impervious hot pour
12.5mm wide.
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Applying Bitumen Primer coat
on side of lining and top of
sleeper for construction joint,
Expansion Joint & Contraction
Joint. Complete in all respect.
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LDPE film of 150 micron over
sleepers for construction &
expansion joints including
supply and carriage & loading
unloading of all material
complete in all respect as per
PWD specification and Engineer in Charge.
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Dismantling brick work, tile
masonry or tile lining (in
cement mortar).
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Providing and fixing distance
marks
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Filling of expansion joint with
special impervious hot pour
12.5mm wide
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first class burnt Brick Work in
cement mortar 1:3 in
foundation and plinth.
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Deep Pointing on Brick work in
1:2 cement mortar
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Crane 35 tonnes.
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Laying R.C.C. (M-15) including supply and carriage of
material to site of work
complete in all respects as per
PWD specifications in super
structure
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TOR Steel Reinforcement foR
R.C.C. work including
bending, binding and placing
in position complete in all
respects
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Providing and laying Sign
Boards on both sides
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BRIDGES - SUPER
STRUCTURE & PROTECTION
WORK
Furnishing and Placing
Reinforced/ Prestressed
cement concrete in
super-structure as per
drawing and Technical
Specification
(A) RCC Grade M20 Case I Using Batching Plant,
Transit Mixer and Concrete
Pump
((a)) For Solid slab
super-structure- including
centering and shuttering ((i)) Height up to 5m
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CENTRING AND SHUTTERING Shuttering for faces of concrete foundations and
foundation beam & plinth
beam (vertical or battering)
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Centering and shuttering
for flat surfaces such as
suspended floors, roofs,
landings, chajjas, shelves etc.
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CONCRETE Cement concrete 1:4:8
((a)) With stone aggregate 40mm gauge
(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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BRICK WORK First class burnt brick
work laid in cement sand
mortar 1:3 in foundation and
plinth
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STEEL AND IRON WORK 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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OUTLETS Earth work for outlet:-
((a)) Earth work involved in
dismantling Open flume,
A.P.M. or O.S.M. 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 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 more than 0.5 m. but upto 0.9 m
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Extra labour for
dressing bricks On O.F. and
A.P.M. type outlets
((ii)) With H more than 0.5 m.
but upto 0.9 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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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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Any other Item
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