Roads And Bridges Development Corporation Of Kerala Limited Tender
Everything can be found here in your one-stop destination for all types of Kerala tenders online - be it Kerala PWD tenders or an LSGD Kerala tender. Search from across the categories, cities, and authorities while having the option to download tender-related documents. Also, get to know how to register as a bidder and how to bid online for Kerala tenders.
Roads And Bridges Development Corporation Of Kerala Limited - RBDCK Tender
Eprocure
Opening Date26 Sep 2019
Closing Date10 Oct 2019
Tender Amount₹ 18,02,88,625
Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
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
2019_RBDCK_303596_1Bid Award Id
ViewTender No
RBDCK/ROB/T152/27/2019 (Retender)Tender Authority
Roads And Bridges Development Corporation Of Kerala Limited ViewPurchaser Address
-Website
http://http://www.rbdck.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots,
stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. br Girth from 900 mm to 1800 mm
1
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other
structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres br Dismantling Stone Masonry - Rubble stone masonry in cement mortar.br
12.5
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other
structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres br Dismantling Brick / Tile work - In cement mortar br
37.5
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other
structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres br Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Meansbr
20
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other
structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres br Cement Concrete Grade M-15 & M-20 - By Mechanical Means br
20
-
-
Dismantling of flexible pavements and disposal of dismantled materials up to a lead
of 1000 metres, stacking serviceable and unserviceable materials separatelybr
Bituminous course - By Mechanical Meansbr
270
-
-
Demolishing cement concrete manually / by mechanical means including disposal of
material within 50 metres lead as per direction of Engineer - in-Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
53.37
-
-
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity
including cutting and loading in tippers, trimming bottom and side slopes, in accordance with
requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
5700.38
-
-
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket
capacity including cutting and loading in tippers, transporting to embankment site within all
lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements
of lines, grades and cross sections.
2098.02
-
-
Construction of embankment with approved material 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.
57
-
-
Construction of sub-grade and earthen shoulders with approved material obtained from
borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
3464.5
-
-
Construction of granular sub-base by providing graded material, spreading in uniform
layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per
clause 401. br
Grading-III -For lower sub base - Mix in Place Methodbr
1757.76
-
-
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.
2617.2
-
-
Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of
granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0
kg/sqm using mechanical means.
9221
-
-
Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure
distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned
with mechanical broom.
14242
-
-
Dense Graded Bituminous Macadam :- For Grading II (26.5 mm nominal size)br
Providing and laying dense graded bituminous macadam with 80-100 TPH HMP producing an
average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 4.0 to 4.5 per cent by weight of total 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. 505 complete in all respects.
414.36
-
-
Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing
an average output of 75 tonnes per hour using crushed aggregates of specified grading,
premixed with bituminous binder( NRMB) @ 5.4 per cent 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
Grading - II (13.2 mm Nominal Size)br
363.59
-
-
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.br Ordinary soil - Depth upto 3 m - Manual Means
952
-
-
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.br
Ordinary soil - Mechanical Means - (Depth upto 3 m) br
408
-
-
Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation
complete as per Drawing and Technical Specifications
73.4
-
-
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40
mm nominal size mechanically mixed, placed in foundation and compacted by vibration
including curing for 14 days.
136
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing
and Technical Specifications br RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - ( Without formwork) br
571.2
-
-
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including
reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5
mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
292.8
-
-
Providing and fixing of direction and place identification retro-reflectorised sign with 7
years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade
sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4
mm thick with area exceeding 0.9 sqm, with suitable back supporting frame of MS angle
40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos.
confirming to IS 1239, firmly fixed to the ground by means of properly designed foundation
with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level
including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
5
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign
with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade
sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit
material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and
supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. br90 cm equilateral triangle
18
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign
with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade
sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit
material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and
supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc.br 60 cm circular
4
-
-
8.4.4 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign
with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade
sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit
material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and
supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.br 80 mm x 60 mm rectangular
13
-
-
Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm
brProviding and erecting retro-reflectorised Object Hazard Marker sign with 07 years
warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic
retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit
material sheeting 4 mm thick with suitable back support frame and supported on a mild steel
angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of
properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.br300 mm x 900 mm
27
-
-
Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A'
made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280,
strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3br Road Markers/Road Stud with Lense Reflector :-
428
-
-
Supplying and installation of delineator (Road way indicators) posts 80- 100cm high above ground level, pained black and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorised panels at the top with minimum visibility
of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
5
-
-
Providing and fixing of median marker Providing and fixing of median marker made of tough, high impact resistant, injectionmolded, thermoplastic body having a mnimum Notched Izod Impact strength value of 600J/m at room temperature, when tested accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerted weathering for 1000hrs as per ASTM G155 or UL 746C. The Median marker shall have, fluorescent yellow color retro-reflective sheeting min 10cmx10cm/10cm dia size with reflectivity values as per IRC:67 and ASTM D4956 type XI specifications , edge protected with no exposed edges to prevent edge lifting, vandalism, sheeting damage, etc. and fixed by a combination of epoxy adhesive and anchoring
100
-
-
Providing and Fixing Red/ White Refelctors of Approved Quality 100mm x 150 mm size on guard post and on other structures using approved epoxy/ cement mortar all complete as per directions from the Engineer - In-Charge.
500
-
-
Providing and fixing Solar Blinker/Warning light at junction with yellow light, emitting area 300 mm mounted on 100 mm dia G.I pipe painted with two coats of anti corrosive paints, fixedto the ground by means of properly designed foundation with M 20 grade cement concrete 45cm x45cm x 60cm , 60cm;below ground level, complete as specified by the Engineer
2
-
-
Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 Grade PCC Using Concrete Mixer on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete
laid manually, all complete as per clause 409br
120
-
-
Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001
153
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
992
-
-
Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal
size)
163.2
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil
205.59
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
134.65
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
7.82
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:-
Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per
design mix is payable or recoverable separately. All work upto plinth level
11.36
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:-
Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per
design mix is payable or recoverable separately. All work above plinth level upto floor V level
41.2
-
-
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing
in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of
grade Fe-500D or more
9222.16
-
-
Centering and shuttering including strutting, etc. and removal of form for: Foundations,
footings, bases of columns, etc for mass concrete
38.58
-
-
Centering and shuttering including strutting, etc. and removal of form for: Suspended
floors, roofs, landings, balconies and access platform
42.69
-
-
Centering and shuttering including strutting, etc. and removal of form for: Lintels,
beams, plinth beams, girders bressumers and cantilevers
203.13
-
-
Centering and shuttering including strutting, etc. and removal of form for: Columns,
Pillars, Piers, Abutments, Posts and Struts
106.2
-
-
Centering and shuttering including strutting, etc. and removal of form for: Stairs,
(excluding landings ) except spiral - staircases)
107
-
-
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,
balcony railing, staircase railing and similar works, including applying priming coat of
approves steel primer. G.I. pipes
1488
-
-
Excavation for road way in soil with Dozer including cutting and pushing the earth to
site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections
5600
-
-
Construction of granular sub-base by providing graded Material, mixing in a
mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform
layers with motor grader on prepared surface and compacting with vibratory power roller to
achieve the desired density, complete as per clause 401br
Grading-II - Plant Mix Method br
315
-
-
Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. br By Manual Means.
1750
-
-
null Providing 40mm premixed chipping carpet over BT surface with departmental broken
stones after thoroughly cleaning the base with wire brushes, brooms and appying a priming
coat of hot bitumen @ 2.50 Kg/ 10 m2 and spreading the hot premix of 0.32 m3 of 24mm, 0.22 m3 of 12mm departmental metal mixed with 22.08 Kg of bitumen per 10m2, rolling to dense surface, then spreading the seat coat comprising 0.09m3 of 6mm metal mixed with 8.64 Kg of of bitumen per 10m2 and rolling again including cost of bitumen, fuel, hire charges machineries etc complete (Total usage of bitumen 33.22 Kg per 10 m2) (IRC 3.4.2)
2300
-
-
null Supplying and stacking 24mm hard blue granite broken stone in standard heaps for
measurement(IRC 3.2.1.a)
73.6
-
-
Supplying and stacking 12mm hard blue granite broken stone in standard heaps for
measurement(IRC 3.2.1.a)
97.85
-
-
Supplying and stacking 6mm hard blue granite broken stone in standard heaps for
measurement(IRC 3.2.1.a)
36.45
-
-
Supplying and stacking 36mm size hard broken stone in standard heaps for
measurement.
20
-
-
Filling up pot holes (cut and formed to regular shapes and all loose and defective
materials removed) after supplying a prime coat of hot bitumen using 36mm departmental
broken stone and compacting with power roller to get a compact surface.
20
-
-
Flexible Hazard Marker 30cm x 30cmbrHazard Marking on the surface of trees, concrete, Masonry etc using Aluminium backed flexible presmatic (AFP) SHEETING
CONSISTING OF Yellow colored flexible presmatic sheeting non-metallic presmatic lens as
recto reflective elements and conforming to ASTM D 4956-09 Type IV specification values for
reboundable sheetig with printed arrow /Slant line pattern in black colour. AFP sheeting
laminated at the back with a 50 micron thick Aluminium (AI) foil with pressure sensitive
adhesive and liner and shall not crack when tested for flexibility as per section S2.2.2 of ASTM
D 4956-09 including application on any surface with adhesive as recommended by
manufacturer and ceiling the edges all around with epoxy based structural adhesive to resist any peel-off.
100
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign
with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade
sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit
material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and
supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc.br
60 cm x 60 cm square
20
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign
with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade
sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4
mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe
pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly
designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm
below ground level including painting all exposed surface with 2 coats of epoxy painting over
epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.br
75 cm octagon
15
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory
sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade
sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4
mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe
pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly
designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm
below ground level including painting all exposed surface with 2 coats of epoxy painting over
epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.br
90 cm circular
6
-
-
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory
sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade
sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4
mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe
pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly
designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm
below ground level including painting all exposed surface with 2 coats of epoxy painting over
epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.br
50cmx 60 cm rectangular (Single chevron etc.)
50
-
-
Providing and fixing of direction and place identification retro-reflectorised sign with 7
years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting
fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick
with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6
and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc.
20
-
-
Demolishing cement concrete manually / by mechanical means including disposal of
material within 50 metres lead as per direction of Engineer - in-Charge. Nominal concrete 1:4:8
leaner mix ( including equivalent design mix)
24.47
-
-
Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B work.
15860.4
-
-
Demolishing brick work manually / by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as per
direction of Engineer-in-Charge. In cement mortar
309.55
-
-
Of area beyond 3 sq. metres
28
-
-
Demolishing R.C.C. work manually / by mechanical means including stacking of steel
bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -
in-Charge.
125.39
-
-
Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the
material within 50 metres lead of : G.S. Sheet
141.95
-
-
Dismantling tile work in floors and roofs laid in cement mortar including stacking
material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm
193.74
-
-
Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false
ceiling including disposal of unserviceable surplus material and stacking of serviceable
material with in 50 metres lead as directed by Engineer - in-Charge
54.78
-
-
null Dismantling steel work in single sections including dismembering
and stacking within 50 metes lead in:
Channels, GI pipe, angles, tees and flats
13189.03
-
-
Demolishing stone rubble masonry manually / by mechanical means including stacking
of serviceable material and disposal of unserviceable material within 50 metres lead as per
direction of Engineer -in- Charges: In cement mortar
374.68
-
-
Dismantling steel work in built up sections in angles, tees, flats and channels including
all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking
within 50 metres lead.
21677.53
-
-
Dismantling tile work in floors and roofs laid in cement mortar including stacking
material within 50 metres lead. For thickness of tiles 10 mm to 25 mm
383.38
-
-
Dismantling W.C. Pan of all sizes including disposal of dismantled materials
i/c malba all complete as per directions of Engineer-in-Charge
3
-
-
null Dismantling doors, windows and clerestory windows (steel or wood )
shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres
lead:
Of area beyond 3 sq. metres
158
-
-
Dismantling roofing including ridges, hips, velleys and gutters etc.,
and stacking the material within 50 metres lead of :
Asbestos Sheet and UV stabilised fibreglass reinforced plastic sheet.
7.05
-
-
Taking out existing CC interlocking paver blocks from footpath/ central verge,
including removal of rubbish etc., disposal of unserviceable material to the dumping ground,
for which payment shall be made separately and stacking of serviceable material within 50
metre lead as per direction of Engineer-in-Charge.
18.73
-
-
Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste
materials by mechanical means, including loading, transporting, unloading to approved
municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for
all leads including all lifts involved
1
-
-
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead.
18.24
-
-
Dismantling precast concrete or stone slabs in walls, partition walls etc. including
stacking within 50 metres lead: Thickness upto 40 mm
23.03
-
-
Dismantling steel work manually / by mechanical means in built up sections without
dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.
50
-
-
Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including
stacking of serviceable material and disposal of un serviceable material within 50 metres lead.
18.1
-
-
Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span
and 5 metres height including stacking the material within 50 metres lead: Of sectional area 40
square centimetres and above
0.41
-
-
Taking out and keeping aside steel gate made of GI pipe of various
diameters and MS rod 11 x 11 m, including 40 mm diameter GI pipe all round with iron hinges
and fixed with GI sheet, iron flats and grills.
3
-
-
Random rubble masonry with hard stone in foundation and plinth including levelling up
with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm
nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand)
238.78
-
-
Brick work with common burnt clay machine moulded perforated bricks of
classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor
five level in cement mortar 1:6 (1 cement : 6 coarse sand): With F.P.S. ( non modular ) bricks
37.41
-
-
Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement
mortar, including filling the joints with same mortar, with common burnt clay non modular
bricks: Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) including finishing complete.
5.11
-
-
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to
15sup0/sup landings, balconies, shelves, chajjas, lintels, bands, plain window sills,
staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering,
finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone
aggregate 20 mm nominal size).
6.92
-
-
Providing wood work in frames of doors, windows, clerestory windows and other
frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of
required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class
teak wood
0.41
-
-
Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with
polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet
washers or with G.I. limpet washers filled with white lead, including a coat of approved steel
primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in
horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and
including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less
than 275 gm/m2
49.56
-
-
Re fixing steel gate made of GI pipe and MS rod, on 40 mm diameter
GI pipe all round with iron hinges and fixed with GI sheet, iron flats and grills , after making
required rectification
3
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed
work, including cutting, hoisting, fixing in position and applying a priming coat of approved
steel primer all complete.
477.43
-
-
Dismantling doors, windows and clerestory windows (steel or wood ) shutter
including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead: Of
area 3 sq. metres and below
29
-
-
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster
including disposal of rubbish to the dumping ground within 50 metres lead.
43.13
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
21.79
-
-
Random rubble masonry with hard stone using Departmental Rubble 1:6 in foundation and plinth including all charges etc... complete.
5.86
-
-
Dry rubble masonry with hard stone using departmental rubble for foundation and plinth including lalllabour charges etc...complete.
4.39
-
-
Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm
or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two
level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
20.69
-
-
Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
0.88
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
2.69
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
0.76
-
-
12 mm cement plaster of mix: 1:4 ( 1 cement : 4 coarse sand)
214.85
-
-
6 mm cement plaster of mix: 1:3 ( 1 cement : 3 fine sand)
30.97
-
-
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm
Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe,
manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures
complete, including cutting and making good the walls and floors wherever require: White
Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
3
-
-
Applying one coat of water thinnable cement primer of approved brand and
manufacture on wall surface: Water thinnable cement primer
245.81
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives
of required shade: New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and
including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
214.85
-
-
Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by
manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of
approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of
cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement &
matching pigments etc. complete. Size of Tile 600x600 mm
151.16
-
-
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the
manufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of
approved brand & manufacturer,in all colours and shade, in skirting, riser of steps, laid with
cement based high polymer modified quick set tile adhesive (water based) conforming to IS :
15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints
to be made separately). Size of Tile 600x600 mm
13.14
-
-
Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622
(thickness to be specified by the manufacturer), of approved make, in all colours, shades except
burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers
of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and
jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed
with pigment of matching shade complete.
17.4
-
-
null Item Shifted to Sub head 14 as item 14.73.
Item Shifted to head 14 as item 14.74 Re- Arranging and fixing of Gate
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in
position and applying a priming coat of approved steel primer using structural steel etc. as
required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
60
-
-
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be
specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in
colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4
(1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching
pigment etc., complete.
5.56
-
-
Providing and fixing PVC pipes includings jointing of pipes with one step PVC
solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in
charge.110 mm dia 6Kgf/cm2
17.5
-
-
Supply installation, testing and commissioning of Solar LED Street Lighting with luminaire of IP66 protected, pressure die cast aluminium housing body with optimal heat sink, with system wattage less than 40 (+/-10)W with rated life of L70 @ 50,000 hours, CRI greater than or equal to 70 & with system lumens greater than 4500 and system efficiency greater than or equal to 90%.The Light fitting shall be with all required accessories suitable for mounting in (48-60)mm OD pole arm surface mounting along with swaged street light pole of 6.5 meter height single arm. The hot dip GI pole with polyurethene coating shall be provided with foundation base plate and the bracket assembly shall be secured on to the pole top . The swaged pole with bracket,built-in cylindrical GI control box of same material with service door coated with epoxy zinc phosphate primer and finished with polyurethane based paint. The control gear box is prewired with DP MCB, FP connector for easy loop-in loop-out suitable for 3phase 4 wire AC supply. Solar PV module shall be of 200Wp DC rating along with Li ion battery of 12v, 200Ah capacity and suitable charge controller, cables and accesories.
26
-
-
Earthing with C.I. earth pipe 4 metre long, 100 mm dia including accessories, and providing masonry enclosure with heavy duty CI cover plate of 300X300mm having locking arrangement and watering pipe etc. with 64kg charcoal/ coke and 5kg salt as required. (As per IS 3043 ammended up to date)
13
-
-
Providing and fixing GI/Cu strip/wire on surface or in recess for connections etc. as required.4mm GI (8 SWG).
25.84
-
-
Supplying and laying G.I/Copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)4mm GI (8 SWG)
1056
-
-
PART B - BRIDGE Design and construction of bridge with pre-stressed concrete I girder with RCC slab or prestressed box girder or similar type as per the scope of work provided in special conditions of contract (Section-VII), technical specifications (Section-VIII Part B) and General Alignment Drawings including design charges, cost of all materials including temporary works, labour, tools and plants etc. complete. The lumpsum rate quoted for the above will cover pile foundations, MS liners for piles, sub-structure, super-structure, deck slab, bearings, strip seal type expansion joint, embankment with suitable retaining structure and subgrade, foot path, hand rail, crash barrier, provision for service lines, provision for bridge drainage, profile correction, painting of RCC surfaces with Elastomeric membrane coating, levelling surplus earth, casting of test piles, initial load test on test piles and routine vetical pile load test, load test on typical span, cleaning site after completion etc. The girders shall be precast and launched to position. Temporary shuttering shall be avoided to facilitate the casting of deck slab. However, suitable temporary/permanent arrangement shall be provided for overhanging portion of deck slab on either sides. Beams/girders and deck slab shall be integrally connected to the Pier and Pier cap by avoiding expansion joints. The loading for the above requirement shall be properly considered as per the relevant Indian codes of practice. However at approch embankment and railway span, strip seal expansion joints shall be provided. The rate shall inclusive of design charges for all other structural members like staircase, cross drainage structures, drains etc. BUT EXCLUDING cost of construction of superstructure of two railway adjacent span, road work above subgrade, drain and staircase
1
-
-
Design and construction of the superstructure of two railway adjacent spans with pre-stressed concrete I girder with RCC slab or prestressed box girder or similar type as per the scope of work provided in special conditions of contract (Section-VII) technical specifications (Section-VIII Part B) and General Alignment Drawings including design charges, cost of all materials including temporary works, labour, tools and plants etc. complete. The lumpsum rate quoted for the above will cover super-structure, deck slab, bearings, strip seal type expansion joint, foot path, hand rail, crash barrier, provision for service lines, provision for bridge drainage, profile correction, painting of RCC surfaces with Elastomeric membrane coating etc. The girders shall be precast and launched to position. Temporary shuttering shall be avoided to facilitate the casting of deck slab. However, suitable temporary/permanent arrangement shall be provided for overhanging portion of deck slab on either sides.
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements