Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date12 Mar 2025
Closing Date9 Apr 2025
Tender Amount₹ 5,92,44,000
Costs
EMD
₹ 2,96,220Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
165851Tender No
165851Tender 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 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)
4420.8
80
353664
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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)
15600
223
3478800
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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)
20831.61
223
4645449
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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 A Plant mix method (with Mechanically crushed stone only)
(a) For Lower Sub-base with
a) For Lower Sub-base with
(i) Grading-III Material
7556.67
1423
10753141
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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.)
5112.11
1434
7330766
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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.
20625
64
1320000
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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
21037.5
17
357638
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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)
B). With mechanical paver finisher
(ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
1051.88
6255
6579478
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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)
II) With Mechanical paver finisher A) With bitumen
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
21037.5
146
3071475
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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.
B With smooth wheeled roller
3217.5
277
891248
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Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98- 2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.
(i) Single row for one utility service
50
553
27650
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Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concretepipe NP3 /prestressed concrete pipe for culverts including fixingcollar with cement mortar 1:2 but excluding bedding below ipes,excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets . )
B). 600 mm dia
50
2459
122950
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Excavation for drain (Earth work in excavation for drain/chamber 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.)
384
140
53760
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Plain/Reinforced cement concrete in open foundation
complete as per drawing and technical specifications.
(i) PCC Grade M15
For Drain Base
72
3768
271296
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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
126
4146
522396
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. ( For Drain )
6.94
56301
390979
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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.)
I). Ordinary Soil (i) Upto 3m Depth
738.86
146
107873
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Plain cement concrete complete as per drawing and Technical Specifications (i) PCC Grade M 15
874.68
3768
3295794
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Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
D. 1000 mm Dia 1 Row of 1000 mm Dia NP3 pipe
40
5370
214800
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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 (i) Grenular Material
38.75
905
35067
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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 upto 1000 meters and as per relevant clauses of section-200 in
(i) Lime / Cement Concrete
B Cement Concrete Grade M-15 & M-20
115.56
348
40215
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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.
I). Ordinary Soil (i) Upto 3m Depth
1375.99
146
200895
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Sand Filling in Foundation Trenches as per Drawing &
Technical Specifications.
114.66
1234
141490
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
A. Using Concrete Mixer
(i) PCC Grade M15
112.45
4613
518732
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(ii) PCC Grade M 20
618.03
5247
3242803
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(ii) PCC Grade M 25
119.4
5979
713893
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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).
A Height upto 5m
(a) Using concrete Mixer
(ii) PCC Grade M - 20
392.06
5551
2176325
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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).
D Height upto 5m
(a) Using concrete Mixer
(v) RCC Grade M - 20
41.37
5603
231796
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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).
D Height upto 5m
(a) Using concrete Mixer
(v) RCC Grade M - 25
111
6339
703629
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in sub -structure complete as per drawing and technical specifications section 1600 and 2200 .
10.14
69002
699680
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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).
B). RCC Grade M30
I). For Solid Slab Super Structure
(a) Using Concrete Mixer
(i) Height upto 5m
(v) RCC Grade M - 30
104.15
6973
726238
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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
11.96
70101
838408
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in Foundation complete as per drawing and technical specifications as per section 1600.
9.88
68693
678481
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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.
36
1204
43344
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Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
38
66
2508
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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.
412.25
321
132332
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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.
(i) Granular material
438.21
905
396580
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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.
326.82
1926
629455
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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)
247.5
223
55193
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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
A Plant mix method (with Mechanically crushed stone only)
(a) For Lower Sub-base with
(ii) Grading-IV Material
84.39
1363
115024
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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.
10.5
11847
124394
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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)
52
1819
94588
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
4
2007
8028
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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
15
4437
66555
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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
30
9467
284010
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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)
135
223
30105
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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
A Plant mix method (with Mechanically crushed stone only)
(a) For Lower Sub-base with
(ii) Grading-IV Material
42.19
1363
57505
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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.
234.9
2079
488357
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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.
352.35
2413
850221
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Sub Division Officer PWD(B&R) Sub Division Sitapur
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