Urban Administration And Development Tender
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Urban Administration And Development Tender
Civil And Construction
Opening Date10 Dec 2024
Closing Soon30 Dec 2024
Tender AmountRefer Documents
Costs
EMD
₹ 74,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
162737Tender No
162737Tender Authority
Urban Administration And Development ViewPurchaser Address
-Website
http://https://urbanecg.gov.in/uad/CitizenHome.html
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Transportation of different other material i/c loading &
unloadingExcavated/compacted ordinary & other soil measured as per clause
301.8, 304.4 and 305.8
unloadingExcavated/compacted ordinary & other soil measured as per clause
301.8, 304.4 and 305.8
81.94
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Beyond 10 Kms. and up to 50 Kms. add extra over a) above
1352.57
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Beyond 10 Kms. and up to 50 Kms. add extra over a) above
1352.57
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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)
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)
299.78
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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
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
299.78
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For Sub-base cum drainage layer or upper sub-base with
299.78
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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.)
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.)
499.63
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Prime coat (Providing and applying primer coat with oil based
bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared
surface of granular Base including clearing of road surface and
spraying primer using mechanical means as per clause 502.(i) on WBM/WMM surface @0.85 Kg/sqm
bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared
surface of granular Base including clearing of road surface and
spraying primer using mechanical means as per clause 502.(i) on WBM/WMM surface @0.85 Kg/sqm
1998.5
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Tack coat Providing and applying tack coat with bitumen emulsion
(RS-1, grade confirming to IS:8887) using emulsion pressure
distributor on the prepared bituminous/granular surface cleaned with
mechanical broom and as per clause 503.(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
(RS-1, grade confirming to IS:8887) using emulsion pressure
distributor on the prepared bituminous/granular surface cleaned with
mechanical broom and as per clause 503.(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
1998.5
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Dense Bituminous Macadam (Providing and laying dense
bituminous macadam with minimum 40-60 TPH capacity HMP
using crushed aggregates of specified grading, premixed with
bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and
filler, transporting the hot mix to work site, laying with a hydrostatic
paver finisher 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.)With sensor paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%)
bituminous macadam with minimum 40-60 TPH capacity HMP
using crushed aggregates of specified grading, premixed with
bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and
filler, transporting the hot mix to work site, laying with a hydrostatic
paver finisher 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.)With sensor paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%)
159.88
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Bituminous Concrete (Providing and laying bituminous concrete
with minimum 40-60 TPH capacity hot mix plant using crushed
aggregates of specified grading, premixed with bituminous binder @
5.0 to 6.0% by weight of total mix 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) With mechanical paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 %
with minimum 40-60 TPH capacity hot mix plant using crushed
aggregates of specified grading, premixed with bituminous binder @
5.0 to 6.0% by weight of total mix 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) With mechanical paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 %
79.94
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Construction of Median and Island with Soil Taken from Borrow
Areas (Construction of median and Island above road level with
approved material brought from borrow pits, spread, sloped and
compacted as per clause-408).
Areas (Construction of median and Island above road level with
approved material brought from borrow pits, spread, sloped and
compacted as per clause-408).
286.2
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Providing & laying precast interlocking concrete blocks of
minimum compressive strength of 300 kg/sq.cm and approved size ,
shape/ pattern over coarse sand bed of thickness upto 40 mm and
joints thick filled with fine sand including leveling with surface
vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004.
minimum compressive strength of 300 kg/sq.cm and approved size ,
shape/ pattern over coarse sand bed of thickness upto 40 mm and
joints thick filled with fine sand including leveling with surface
vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004.
477
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Supplying and stacking of good earth at site including royalty, loading,
unloading and carriage upto 5 km (earth measured in stacks will be
reduced by 20% for payment).
unloading and carriage upto 5 km (earth measured in stacks will be
reduced by 20% for payment).
2.4
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Manufacturing, supply & fixing of precast kerb stone of size
400mmx259mmx200mm thick made of M-20 concrete rectangular
in shape with one corner chamfered by 100 mm x 100 mm as
approved design i/c cost of all material, labour and curing etc.
complete.
400mmx259mmx200mm thick made of M-20 concrete rectangular
in shape with one corner chamfered by 100 mm x 100 mm as
approved design i/c cost of all material, labour and curing etc.
complete.
1082.5
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Providing and planting of Golden durenta multi branches plants for
showing mass effect in 0‟6” x 0‟6” distance with soil preparation
work‟s, (Mixing organic manure and plant‟s protection insecticide).
Up to 4 month maintenance.
showing mass effect in 0‟6” x 0‟6” distance with soil preparation
work‟s, (Mixing organic manure and plant‟s protection insecticide).
Up to 4 month maintenance.
20
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Road Marking with Hot Applied Thermoplastic Compound with
Reflectorizing Glass Beads on Bituminous Surface (Providing and
laying of hot applied thermoplastic compound 2.5 mm thick
including reflectorizing glass beads @ 250 gms per sqm area,
thickness of 2.5 mm is exclusive of surface applied glass beads as per
IRC:35-1997. The finished surface to be level, uniform and free from
streaks and holes.)
Reflectorizing Glass Beads on Bituminous Surface (Providing and
laying of hot applied thermoplastic compound 2.5 mm thick
including reflectorizing glass beads @ 250 gms per sqm area,
thickness of 2.5 mm is exclusive of surface applied glass beads as per
IRC:35-1997. The finished surface to be level, uniform and free from
streaks and holes.)
370.5
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Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized
cautionary, mandatory and informatory sign as per
IRC:67-2012 made of Micro prismatic grade type reflective sheeting
vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick
supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel
angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement
concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per
approved drawing)80 cm x 60 cm rectangular
cautionary, mandatory and informatory sign as per
IRC:67-2012 made of Micro prismatic grade type reflective sheeting
vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick
supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel
angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement
concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per
approved drawing)80 cm x 60 cm rectangular
3
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60 cm x 45 cm rectangular
2
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Type - A,
15
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Steel work in tubular (round, square or rectangular hollow tubes etc.)
structure in built-up sections, trusses and frame work including cutting,
hoisting, fixing in position upto a height of 5m above plinth level,
consisting of columns trusses, roof and bottom purlins, base plate, holding
down bolts, wind ties bracing (if required), bolts, nuts and washers for
fastening etc. complete with applying a priming coat of red oxide zinc
chromate primer.
structure in built-up sections, trusses and frame work including cutting,
hoisting, fixing in position upto a height of 5m above plinth level,
consisting of columns trusses, roof and bottom purlins, base plate, holding
down bolts, wind ties bracing (if required), bolts, nuts and washers for
fastening etc. complete with applying a priming coat of red oxide zinc
chromate primer.
36
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Electric resistance or induction butt welded tubes Grade-250
3645
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Providing and applying plaster of paris putty over plastered wall surface
including scaffolding complete
including scaffolding complete
272.79
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Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior
paint of required shade as per manufacturer's specifications to give
protective and decorative finish including cleaning washing of surface etc.
complete with:On 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)
paint of required shade as per manufacturer's specifications to give
protective and decorative finish including cleaning washing of surface etc.
complete with:On 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)
272.79
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Painting on new work (two or more coats) to give an even shade with:Satin synthetic enamel paint
127.17
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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.
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.
679.5
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Footpaths and Separators (Construction of footpath/separator by
providing a 150 mm compacted granular sub base as per clause 401
and 75 mm thick cement concrete base with PCC grade M-15, over
laid with precast cement concrete tiles 25mm thick fixed in 20mm
thick cement mortar 1:3 including provision of all drainage
arrangements but excluding kerb channel excluding cost of GSB.) as
per clause 410.
providing a 150 mm compacted granular sub base as per clause 401
and 75 mm thick cement concrete base with PCC grade M-15, over
laid with precast cement concrete tiles 25mm thick fixed in 20mm
thick cement mortar 1:3 including provision of all drainage
arrangements but excluding kerb channel excluding cost of GSB.) as
per clause 410.
1359
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Cast in Situ Cement Concrete M20 kerb (Construction of cement
concrete kerb with top and bottom width 115 and 165 mm
respectively, 250 mm high in PCC M20 grade on PCC M10 grade
foundation 150 mm thick, foundation having 50 mm projection
beyond kerb stone, kerb stone laid with kerb laying machine,
foundation concrete laid manually, all complete as per clause 409)
concrete kerb with top and bottom width 115 and 165 mm
respectively, 250 mm high in PCC M20 grade on PCC M10 grade
foundation 150 mm thick, foundation having 50 mm projection
beyond kerb stone, kerb stone laid with kerb laying machine,
foundation concrete laid manually, all complete as per clause 409)
755
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Cast in Situ Cement Concrete M20 Kerb with Channel
(Construction of cement concrete kerb with channel with top and
bottom width 115 and 165 mm respectively, 250 mm high in M20
grade PCC on M10 grade foundation 150 mm thick, kerb channel 300
mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb,
kerb stone with channel laid with kerb laying machine, foundation
concrete laid manually, all complete as per clause 409)
(Construction of cement concrete kerb with channel with top and
bottom width 115 and 165 mm respectively, 250 mm high in M20
grade PCC on M10 grade foundation 150 mm thick, kerb channel 300
mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb,
kerb stone with channel laid with kerb laying machine, foundation
concrete laid manually, all complete as per clause 409)
755
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Relocation of 100KVA 11/0.4 KV X-MER S/S USING H-BEAM POLE AND 3.5 CORE PVC (BASED ON COST SCHEDULE C-7(B-A) EXCEPT TRANSFORMER COST)
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