Public Works Department Tender
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Public Works Department - PWD Tender
Bridge Construction
Opening Date29 Nov 2024
Closing Date10 Dec 2024
Tender Amount₹ 13,69,95,000
Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Kerlapal To Poggabhejji Road Length 10.00 Km I/c Bridge & Culvert At
Description
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Contact
Tender Id
161990Bid Award Id
ViewTender No
161990Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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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)
30690.95
223
6844082
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Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.8 (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)
48720
250
12180000
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Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
5102.48
80
408198
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Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters)
1000
44
44000
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Granular Sub-base as per Table:- 400-1
Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only)
For Sub-base cum drainage layer or upper sub-base with Grading-VI Material
24150
1363
32916450
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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.)
11026.01
1434
15811298
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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
39375
64
2520000
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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
39375
17
669375
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Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction)
With mechanical paver finisher
for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
1968.75
6255
12314531
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Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)
With bitumen With mechanical paver finisher
Type B ( 13.2 mm to 0.09 mm size aggregates )
39656.55
146
5789856
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Ordinary soil
Up to 3 m depth
371
146
54166
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Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 15
416.05
3768
1567676
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Providing and laying Filter material underneath pitching in
slopes complete as per drawing and Technical specification
including trimming of slopes to proper profile and preparation of bed and as per clause 2504.
196.88
2079
409314
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Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504.
231.88
2413
559526
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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.
14553
277
4031181
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Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
Ordinary Kilometer stone (Precast)
11
1460
16060
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Hectometer stone (Precast)
50
410
20500
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Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.
4
1491
5964
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Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each.
900
67
60300
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Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973)
320
267
85440
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per clause 807)
600
384
230400
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Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation.
250
431
107750
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Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets)
162.5
2617
425263
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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 up to 1000 meters and as per relevant clause of section - 200 in. Lime Concrete, cement concrete grade M-10 and below Lime/ Cement Concrete
15.48
294
4551
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Cement Concrete Grade M-15 & M-20
182.64
348
63559
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Removing all type of hume pipes and stacking within a leadupto 1000 meters including earthwork and dismantling ofmasonry works around pipes.
-
-
-
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Up to 1000 mm Dia
60
400
24000
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Excavation for Structures Earth work in excavation of
foundation of structures as per drawing and technical
specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering etc. complete.
Ordinary soil
Upto 3 m depth
2531.59
146
369612
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3 m to 6 m depth
2431.35
167
406035
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Sand Filling in Foundation Trenches as per Drawing &
Technical Specifications
164.28
1234
202722
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Plain/Reinforced cement concrete in open foundation
complete as per drawing and technical specifications.
Using concrete mixer
PCC Grade M15
1587.67
4613
7323922
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PCC Grade M20
1542.59
5247
8093970
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Providing and laying Plain/Reinforced cement concrete in
sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid
concrete shall be covered by gunny bags).
Height upto 5m
Using concrete Mixer
309.3
4880
1509384
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P.C.C. Grade M-15
957.19
5551
5313362
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Height upto 5m
Using concrete Mixer
R.C.C. Grade M-20
58.18
5603
325983
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Furnishing and Placing Reinforced/Prestressed cement
concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid
concrete shall be covered by gunny bags).
RCC Grade M25
For Solid Slab Super Structure
Using Concrete Mixer
Height upto 5m
489.71
6877
3367763
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Supplying, fitting and placing HSD (High Strength
Deformed Steel) bar reinforcement in super-structure
complete as per drawing and technical specifications
92.27
70101
6467939
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section
2700.
Filler joint
72.12
11847
854406
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Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per
drawing & Technical Specification
102.81
1204
123783
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Providing and fixing in position tar paper bearing for slab
as per approved drawings and specification.
158.8
66
10481
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Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and
2200.
503.6
321
161656
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Back filling behind abutment, wing wall and return wall
complete as per drawing and Technical specification 710.1.4
of I.R.C. 78 and 2200.
Granular material
1820.98
905
1647987
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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 MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200.
198.12
1926
381579
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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)
1177.5
223
262583
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Providing and laying boulders apron on river bed for
protection against scour with stone boulders weighing not
less than 40 kg each complete as per drawing and Technical
specification as per relevant clauses of section 2503
59.08
2413
142560
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Providing and laying Pitching on slopes laid over prepared
filter media including boulder apron laid dry in front of toe of
embankment complete as per drawing and Technical
specifications as per section 2504.
Stone/Boulder
45
2413
108585
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Providing and laying Filter material underneath pitching in
slopes complete as per drawing and Technical specification
including trimming of slopes to proper profile and
preparation of bed as per section 2504.
76.5
2079
159044
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Construction of RCC railing of M30 Grade in-situ with 20
mm nominal size aggregate, true to line and grade, tolerance
of vertical RCC post not to exceed 1 in 500, centre to centre
spacing between vertical post not to exceed 2000 mm,
leaving adequate space between vertical post for expansion,
complete as per approved drawings and technical
specifications. (vide drawing No. SD/201, SD/304)
86.4
1819
157162
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Drainage Spouts complete as per drawing and Technical
specifications of section 2705
8
2007
16056
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PCC M15 Grade leveling course below approach slab
complete as per drawing and Technical specification and as
per relevant section 2700
22.84
4437
101341
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Providing and laying M-30 grade Reinforced cement
concrete approach slab including reinforcement and
formwork complete as per drawing and Technical
specification and as per relevant sections 1500, 1600, 1700
and 2704
45.7
9467
432642
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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 Plant mix method (with Mechanically crushed stone only)
For Sub-base cum drainage layer or upper sub-base with
Grading-VI Material
412.5
1363
562238
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SUB DIVISIONAL OFFICER
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P.W.D (B&R) ,SUB DIVISION-DORNAPAL
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