Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date28 Feb 2025
Closing Date17 Mar 2025
Tender Amount₹ 7,18,42,000
Costs
EMD
₹ 3,59,210Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
165190Tender No
165190Tender 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)
320.57
80
25646
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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)
53650.61
223
11964086
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Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing close 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 (B) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material
8484.35
1372
11640531
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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.)
4197.36
1434
6019019
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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
17273.1
64
1105478
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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
17273.1
17
293643
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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) or Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
863.66
6255
5402162
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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 (A) With mechanical paver finisher (iii) Type B ( 13.2 mm to 0.09 mm size aggregates )
17273.1
146
2521873
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Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (ii) P.C.C. M-15
126
3695
465570
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Providing and laying Un-Reinforced Cement Concrete without Dowel bar including formwork and Expansion , Contraction & longitudnal joints as per Design and as per IRC -62-2014, over a prepared Base a per approved mix design and finishing to Lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume Road
PCC Grade M-30 with minimum Cement Content @ 375 kg/Cum
600
4391
2634600
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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. A . With vibratory roller
2716.74
291
790571
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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.
2182
2592
5655744
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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
19.21
4146
79638
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III ) upplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
1.54
56301
86516
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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.
150
431
64650
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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) (ii) Ordinary kilometer stone (precast)
20
1460
29200
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(iii) Hectometer stone (precast)
7
410
2870
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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 serviceablematerial with all lifts and lead up to 1000 meters and as per relevant clauses of section-200 in Lime/ Cement Concrete (B) Cement Concrete M-15 & M-20
111.11
348
38666
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(iii) Stone Masonry
256.83
240
61639
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(ix) Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of asonry works around pipes. (A) Up to 1000 mm dia
37.5
400
15000
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Excavation for Structures 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
2389.41
146
348854
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Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
773.57
29
22588
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(II) Ordinary Rock (Not Required Blasting) Upto 3 m depth
170.25
246
41882
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Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
170.25
49
8376
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Using concrete Mixer (I) P.C.C grade M 15
1437.17
4613
6629656
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Using concrete Mixer (I) P.C.C grade M 20
110.36
5247
579059
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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.
0.88
68693
60656
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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) Up To 5m Hight (a) Using Concrete Mixture (i) P.C.C grade M 15
1254.03
4880
6119671
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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) Up To 5m Hight (a) Using Concrete Mixture (i) P.C.C grade M 20
100.75
5551
559263
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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. Skin Reinforcement
5.39
69002
371576
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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.
726.04
321
233058
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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
244.75
1926
471379
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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
1748.88
905
1582736
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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). (A) R.C.C Grade M 25 (I) For Solid Slab Super Structure (i) Height upto 5m
215.59
6877
1482625
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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 For Super Structure
31.45
70101
2204747
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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.
22.68
11847
268690
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
24
2007
48168
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(B) roviding & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.
3.53
1204
4250
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(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.
17.64
683
12048
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(D) Providing and filling joint sealing compound ( 12 m long x 100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight
17.64
220
3881
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roviding and fixing in position tar paper bearing for slab as per approved drawings and specification.
5.04
66
333
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Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.
10.68
759
8106
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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). (D) 1000 mm Dia
60
5528
331680
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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 upto 3 m depth
215.75
146
31500
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Plain cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M 15
273.91
3768
1032097
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Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (LayingReinforced 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). (B)600 mm dia
110
2617
287870
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