Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date13 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 2,25,49,000
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
162778Tender No
162778Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Girth above 1800 mm
1
1295
1295
... More
Compacting Original Ground Compacting Original Ground upporting embankment Loosening, leveling and compacting original round to facilitate placement of first layer of embankment, scarified to a epth of 150 mm, mixed with water at .M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
396
28
11088
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Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment withapproved material/selected soil having C.B.R.5 (unless specifiedotherwise in the contract) obtained from borrow pits with all liftsand leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
8515.86
223
1899035.66
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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
260.4
3695
962178
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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) (b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material
1376.8
1372
1888969.6
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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.)
476.37
1434
683114.58
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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..
4575
64
292800
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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
4575
17
77775
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Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPHcapacity 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 equired 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.) (B)With mechanical paver finisher (ii)for Grading-II(26.5 mm nominal size bitumen content 4.50%)
228.75
7916
1810785
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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 chieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) (B)With mechanical paver finisherfor (iii)Grading II (13.2 mm nominal size) with bitumen 6.0 %
137.25
9812
1346697
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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% espectively, 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
696
277
192792
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Construction of RCC open drain
(i) Construction of RCC open drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC M-20 walls, 150 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 10 mm dia horizontal bars @ 150 mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c (L=1400 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.
118
4905
578790
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Construction of RCC Drain/Cover/Chamber
(i) 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.)
21.73
4146
90100.87
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
1.89
56301
106296.85
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Retro- reflectrorized Traffic signs (Providing and fixing of roreflectrorized 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) ( i ) 60 cm equilateral triangle
8
2506
20048
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60 cm circular
2
3184
6368
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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67-2012 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)
1.08
7970
8607.6
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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.
16
1491
23856
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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.)
200
707
141400
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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)
2
1460
2920
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Hectometer stone (Precast)
7
410
2870
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Providing painting figuring and numbering to culverts upto 6 mspan complete as per IRC specifications.
6
217
1302
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
42
384
16128
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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
(i) Up to 3 m depth
582.54
146
85051.13
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Plain cement concrete complete as per drawing and TechnicalSpecifications (i)PCC Grade M 15
240.91
3768
907733.81
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Plain cement concrete complete as per drawing and TechnicalSpecifications
(ii)PCC Grade M 20
105.2
4174
439117.32
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Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe on first class bedding. (LayingReinforced cement concrete ipeNP3/prestressedconcrete pipe for culverts on first class bedding of granular material including fixingcollar with cement mortar 1:2 but excluding excavation, protectionworks, backfilling, concrete and masonry works in head walls andparapets) D 1000 mm dia
20
5528
110560
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Providing weep holes in Brick masonry/ Plain/ Reinforcedconcrete abutment, wing wall/return wall with 100 mmdia. AC pipe, extending through the full width of the structurewith slope of 1 V: 20 H towards drawing face. Complete asper drawing and Technical specifications section 2706 and2200.
3.9
321
1251.9
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3.9 Back filling behind abutment, wing wall and return wallcomplete as per drawing and Technical specification 710.1.4of I.R.C. 78 and 2200 .(i) Granular material
461.35
905
417521.75
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Providing and laying of Filter media with granularmaterials/stone crushed aggregates satisfying therequirements laid down in clause 2504.2.2. of MORT&Hspecifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the walland provided over the entire surface behind abutment, wingwall and return wall to the full height compacted to a firm condition complete as per drawing and technicalspecifications 710.1.4 of I.R.C. 78 and 2200.
22.98
1926
44263.33
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Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
7.5
66
495
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Excavation for Structures Earth work in excavation offoundation of structures as per drawing and technicalspecification, including setting out, construction of shoringandbracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approvedmaterial including dewatering etc. complete. I Ordinary soil (i) Upto 3 m depth
405.55
146
59210.59
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3 m to 6 m depth Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
347.5
200
69639
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Ordinary rock (not requiring blasting)Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )
297.57
295
87843.25
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Plain/Reinforced cement concrete in open foundationcomplete as per drawing and technical specifications . A Using concrete mixer (i) PCC Grade M15
114.34
4613
527436.58
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RCC Grade M30
240.17
5992
1439098.64
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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.
24.02
68693
1649799.78
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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 (i) P.C.C. Grade M-15
49.38
4880
240984.16
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P.C.C. Grade M-30
105.39
6363
670602.93
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Height upto 5m
(a) Using concrete Mixer (i) R.C.C. Grade M-20
9.39
5603
52584.16
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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.
14.13
69002
975025.86
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200.
144000
1
144000
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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) RCC Grade M25
I For Solid Slab Super Structure
(a) Using Concrete Mixer
(i) Height upto 5m
10.28
6877
70716.19
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RCC Grade M 30
I For Solid Slab Super Structure
(a) Using Concrete Mixer
(i) Height upto 5m cum
171.75
6973
1197591.83
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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
22.6
70100
1584242.47
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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.
23.51
11847
278558.51
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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 as per relevant clauses of section 1500, 1600, 1700 and 2703 (vide drawing No. SD/202, SD/304)
77.6
1874
145422.4
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
22
2007
44154
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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
7.78
4437
34502.11
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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
18.48
9467
174950.16
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Filler joint B Providing & fixing 20 mm thick compressible fiber board (12m long x 25 cm deep ) in expansion joint complete as perdrawing & Technical Specification.
28.56
1204
34386.24
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Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803. With Road Marking Paint
77.6
56
4345.6
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Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
155.2
151
23435.2
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Providing & fixing in position structural steel expansion joint i/c. cutting riveting bolting welding as per MORT&H Std. drawing No. BD/1-69 'B' and specification as per section 1000, 1900 and 2600.
60
2500
150000
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Providing & filling 37/40 mm. wide expansion joint between spans in wearing coat with premoulded joint filler, primer coat and joint sealing compound as per MORT&H standard drawing No. BD/1-69 'B' and specifications as per section 2600 in:-
(i) R.C.C. 75 mm deep wearing coat
30
150
4500
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Providing and Fixing of Av. 20mm thick Granite plate including cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired
2
6600
13200
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Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications
(As per IRC : SP-51)
77
850
65450
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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 mbankment complete as per drawing and Technical specifications as per clause 2504.
166.61
2413
402029.93
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical pecification including trimming of slopes to proper profile and reparation of bed and as per clause 2504.
111.07
2079
230914.53
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Total
-
-
22549403.54
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Sub Divisional Officer
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Public Work Department
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Sub Division No. 1 Katghora
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