Public Works Department Tender
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Public Works Department - PWD Tender
Civil Works Bridges
Opening Date18 May 2020
Closing Date8 Jun 2020
Tender Amount₹ 28,33,05,000
Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
63993Bid Award Id
ViewTender No
63993Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
... More
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section- 200.
In area of light jungle
7.52
305913
40680
... More
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
Bituminous courses
3500
1897000
542
... More
Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
11280
315840
28
... More
Excavation in Soil (by Mechanical Means.)Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to mbankment site and unloading with all lifts and lead upto 1000 metres as per relevant clauses of section 300.
26241.51
2492943
95
... More
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)
18644.36
4157692
223
... More
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)
43312.09
10828022
250
... More
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)
2624.15
209932
80
... More
Granular Sub-base as per table 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, preading in uniform layerswith 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 Lower Sub-base with Grading-IV Material
17035.2
24837321
1458
... More
For Sub-base cum drainage layer or upper sub-base with Grading-V Material
11261.88
15451299
1372
... More
Disintegrated rock i.e. moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively
1584
728640
460
... More
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.)
20822.08
29858862
1434
... More
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
81343.5
5205984
64
... More
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
81343.5
1382839
17
... More
Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity 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 required 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
for Grading-I (37.5 mm nominal size, bitumen content 4.0%)
6914.2
50259319
7269
... More
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 achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)
B With mechanical paver finisher
(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
3253.74
31925696
9812
... More
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.
With vibratory roller
4969.86
1446229
291
... More
Construction of RCC open drain
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.
3200
15696000
4905
... More
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.)
264.38
37013
140
... More
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
2457.03
10186846
4146
... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing
and Technical Specifications
190.48
10724214
56301
... More
Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.
Electric resistance or induction butt welded tubes Grade-300+B758:B767
172399.86
16119386
93.5
... More
Kilo metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting & printing etc)
(i)5th Kilometre Stone (precast)
1
2436
2436
... More
Ordinary Kilometre Stone (precast)
5
7300
1460
... More
Hectometre Stone (precast)
20
8200
410
... More
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.
1000
431000
431
... More
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 .The finished surface to be level, uniform and free from streaks and holes.)
4138.13
2925657
707
... More
Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORT&H(RW/NH-33023/10/97 -DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge.
3978
1750320
440
... More
Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC :67 2012 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, of requierd thickness supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and painintng all component of the signs and supports as per clause 7.2 of irc 67: 2012)
Made of Class-C Micro Prismatic Grade Sheeting of Type XI(for national Highways and State Highways)
With Aluminum Sheeting of 1.5 mm thikness
600 mm equilateral tricngle
20
69800
3490
... More
600 mm circular
20
101080
5054
... More
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 retro-reflective type sheeting and vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm and fixed on a mild steel, back frame of ISA 40x40x5 mm, supported on a mild steel angle iron post of size 75 x 75 x 6 mm, firmly fixed to the ground with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)
Made of class-C Micro prismatic Grade Sheeting of Type IX ( for National Highways and State Highways)
27
387045
14335
... More
Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign asper IRC :67-2012 made of retro- reflectorized type sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm fixed on a mild steel frame of size 40 x 40 x 5 mm supported on 2 Nos mild steel angle iron post 75 mm x 75 mm x 6 mm, . firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
Made of class-C Micro prismatic Grade Sheeting of Type IX ( for National Highways and State Highways)
12
173832
14486
... More
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 metre 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.
40
59640
1491
... More
Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS:4923) of cross section 96mmx 48mm of 1.20 metre length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 metre and 1.0 metre. The bottom of the delineator should be provided with holdfast of length 15 cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of BIack Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro- Reflective Sheeting Of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro Reflective Sheeting of size 8 cm X 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30X3OX3Ocms including transportation etc. complete. The construction and placement of the delineator must be asperlRC:79
334
638942
1913
... More
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
1819.88
265702
146
... More
Providing and laying Reinforced ement 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).
600 mm dia
265
693505
2617
... More
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 bedding below pipes,
excavation, protection works, backfilling, concrete and masonry
works in head walls and parapets . )
1000 mm dia
195
1047150
5370
... More
Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminum alloy sheet reflectorized with high intensity retro-reflective sheeting of CLASS C Micro prismatic grade of type IX with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.6 over a designed support system of aluminum alloy or galvanized steel trestles and trusses of sections and type as per structural design requirements and approved plans)
Truss and Vertical Support
40
3125920
78148
... More
Aluminum alloy plate for over head sign
165.6
2060229
12441
... More
Metal Beam Crash Barrier
A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3)
250
650500
2602
... More
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.
Single row for one utility service
3200
1769600
553
... More
The Median Marker shall be made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm. The logo of the manufacturer shall be embossed on either side of the body. The Median Marker shall have fluorescent yellow color retro-reflective sheeting, with fully reflective micro prismatic cube corners as its retro-reflective elements and meets IRC 67-2010 type XI specifications, of size not less than 3.5”x 3.5” on both sides of the body. The edges of this retro-reflective sheeting shall be protected in such a way that they are not exposed. Median Marker shall be fixed by a combination of epoxy adhesive and grouting.
400
300000
750
... More
Planting and Maintaining of Flowering Plants and Shrubs Planting flowering plants and shrubs in central verge i/c digging trenches, filling earth & farm manure.
4.93
251168
50947
... More
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)
1000
750000
750
... More
Manufacturing, supply & fixing of precast RCC jaali for tree guard of size 75 cm. width and 120 cm. height, 5.0 cm. thickness with & gauge 4 mm thick MS wire casted with M-20 concrete of approved design, i/c cost of all material complete.
1000
2979000
2979
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of u
Lime / Cement Concrete
Lime Concrete, cement concrete grade M-10 and below
67.11
19730
294
... More
Cement Concrete Grade M-15 & M-20
423.6
147412
348
... More
Prestressed / Reinforced cement concrete grade M-20 &
above
36.75
33369
908
... More
Stone Masonry
Rubble stone masonry in cement mortar.
311.25
74700
240
... More
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
2499.73
364960
146
... More
Sand filling in foundation treanches as per Drawing and Technical specification
359.1
443129
1234
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
A Using concrete mixer
(i) PCC Grade M15
178.05
821344
4613
... More
P.C.C. Grade M-20
874.96
4590915
5247
... More
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar einforcement in foundation complete as per drawing and technical specifications as per section 1600.
7.44
511213
68693
... More
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
638.01
3541593
5551
... More
Height upto 5m
Using concrete Mixer R.C.C. Grade M-20
100.52
563213
5603
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200
24.83
1713319
69002
... More
Furnishing and placing Reinforced/ prestressed cement concrete in super structure as per drawing and technical specification section 1500, 1600 and 1700
A RCC Grade M25
I For Solid Slab Super Structure (a) Using Concrete Mixer
(i) Height upto 5m
115.68
795531
6877
... More
Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications.
13.88
972861
70101
... More
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and specification
26.4
312760
11847
... More
Filler joint
Providing and fixing 20mm thick compressible fibre board (12 m long x 25 cm deep) in expansion joint complete as per drawing specification
49.44
59525
1204
... More
Providing and fixing in position tar paper bearing for slab as per approved drawings and specification
88
5808
66
... More
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.full height compacted to a firm ondition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200
320.6
617475
1926
... More
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 structuree with slope of 1V:20H towards drawing force. Complete as per drawing and technical
749.2
240493
321
... More
Painting on Concrete Surfaces A. Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
7813.86
484459
62
... More
Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)
4437
221850
50
... More
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.
443.46
921953
2079
... More
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.
Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in
cement concrete of Grade M15
543.46
2556979
4705
... More
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. )
48.36
7302
151
... More
Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 15
749.94
2825773
3768
... More
Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 20
1099.02
4587309
4174
... More
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 clause 2503.
53.69
129553
2413
... More
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.
327.6
790498
2413
... More
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.
163.8
340540
2079
... More
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause-404.) Grading- II ( 53 to 22.4 mm size aggregate)
Using Screening Crushable type such as Moorum or Gravel
48.5
71586
1476
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