Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date4 Aug 2023
Closing Date25 Aug 2023
Tender Amount₹ 5,85,44,000
Costs
EMD
₹ 2,92,720Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
143582Bid Award Id
ViewTender No
143582Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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)
1506.92
120553
80
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)
21576.39
4811535
223
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)
21080
5270000
250
4.1 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
A Plant mix method (with Mechanically crushed stone only)
(b) For Sub-base cum drainage layer or upper sub-base with
(i) Grading-V Material Cum. 1372.00
7419.89
10180094
1372
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.)
4933.53
7074687
1434
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.
A With vibratory roller
2426.36
706069
291
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.
18540
1186560
64
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
18186
309162
17
5.3 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) B With mechanical paver finisher (ii) for Grading-II(19 mm nominal maximum size, bitumen content
3.40%)
Cum 6255.00
909.3
5687671
6255
5.8 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) II. With mechanical paver finisher
A With bitumen
ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) Sqm 146.00
18186
2655156
146
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)
5
7300
1460
Hectometer stone (Precast)
16
6560
410
Construction of RCC open drain (ii) Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per
drawings and technical specifications.
2250
5832000
2592
3.25 Construction of RCC Drain/Cover/Chamber
(ii) Construction of RCC drain/chamber cover, placing in position,
providing shuttering and concreting by using concrete mixer,
compaction by vibration etc complete as per drawings and technical
specifications excluding reinforcement.
with RCC M-20
Cum. 4146.00
60
248760
4146
3.25 Construction of RCC Drain/Cover/Chamber
(iii) Supplying, Fitting and Placing un-coated HYSD bar
Reinforcement in drain/cover/chamber complete as per Drawing
and Technical Specifications.
MT. 56301.00
4.8
270244
56301
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.
Each 431.00
350
150850
431
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).
D 1000 mm dia
50
276400
5528
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.
(i) Granular material
786.22
711532
905
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.
14.98
31143
2079
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.
29.96
72285
2413
5.10 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
Cum 2476
33.67
83364
2476
C Providing and fixing in position 20 mm thick premoulded joint filler ( 12 m long x 30 cm deep ) in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
6.3
4302
683
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 upto 1000 meters and as per relevant clauses of section-200 in
(i) Lime / Cement Concrete
B Cement Concrete Grade M-15 & M-20.
180
43200
240
Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of masonry works around pipes.
A Up to 1000 mm dia
35
14000
400
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.
I Ordinary soil
(i) Upto 3 m depth
1275.9
186281
146
II Ordinary rock (not requiring blasting)
65.17
16031
246
Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
65.17
3206
49.2
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A Using concrete mixer
(i) PCC Grade M15
184.53
851240
4613
(ii) PCC Grade M20
798.35
4188942
5247
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
4.18
286894
68693
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).
A Height upto 5m
(a) Using concrete Mixer
(i) P.C.C. Grade M-15
429.74
2097111
4880
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).
A Height upto 5m
(a) Using concrete Mixer
(ii) P.C.C. Grade M--20
522.56
2900727
5551
Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.
1.76
121130
69002
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.
310
99510
321
3.10 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. cum 1926
189.09
364187
1926
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).
A RCC Grade M25
I For Solid Slab Super Structure
(a) Using Concrete Mixer
90.34
621268
6877
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
7.46
523051
70101
Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
18
1188
66
Filler joint
B Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.
12.6
15170
1204
Drainage Spouts complete as per drawing and Technical specifications of section 2705
6
12042
2007
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.
9.56
113206
11847
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