Public Works Roads Department Tender
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Costs
EMD
₹ 20,00,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_38695_8Bid Award Id
ViewTender No
CE/DEV/TB/45/2024-25/06 Dtd. Guwahati, 16th August, 2024Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m transporting to site spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 By Mechanical Means, Private Land
25750.8
-
258.21
Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.01. By Mechanical Means: Private Land
3224.15
-
339.68
Construction of Granular Sub-base by providing coarse graded material, spreeding in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause. 401 (II) For Grading II Material
1535.63
-
2045.01
Water Bound Macadam : Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A) By Mamual Means: (III) WBM Grading-II
767.81
-
4134.13
Water Bound Macadam : Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibratory roller 8-10 tones in stages to proper grade and camber, applying and brooming screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A) By Mamual Means: (III) WBM Grading-III
767.81
-
4164.73
Providing, layng , spreading and compacting graded stone aggregate to wet mixed macadam specification including preming the material with water at OMC in mechanical mixer (Pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kN weight to achive the desired density including lighting, barricating and maintenance of deversion, etc as per technical spcification clause 406.
5961.31
-
3263.53
Paved Shoulde. Construction of shoulders as per technical specification clause 407
400
-
2759.36
Providing and applying primer coat with Bitumen emulsion (CSS-1) on prepared surface of granular base / WBM including cleaning road surface and spraying primer at the rate of 0.90-1.2 kg per sqm using mechanical means as per Technical Specification Clause 502.. (ii) Medium Porosity
47690.48
-
48.93
Providing and applying tack coat with Bitumen emulsion (RS-I)using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom as per technical specification.
95380.95
-
13.33
Dence Graded Bituminous Macadam-Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregate of specified grading,premixed with bitumen binder @ 4.0 to 4.5%by weight of total of mix and filler and transporting the hot mix to work site ,laying with hydrostatic paver finisher with sensor control to the reqd grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per Mosrt&H cl.No.508 complete in all respect. (I) With 60/70 or VG-30grade bitumen For Grading II
2388.2
-
9893.78
Bituminous Concrete Providing and laying Bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregate of specified grading,premixed with bitumen binder @ 5.4 to 5.6% of mix and filler and transporting the hot mix to work site ,laying with hydrostatic paver finisher with sensor control to the reqd grade,level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per Mosrt&H cl.No.508 complete in all respect. (including carriage upto initial lead of 5.00 Km from quarry and carriage of mixed material up to 10.00 km initial lead from mixing plant ) (including cost of testing of material at site and laboratory as directed by the Deptt.) (a) With Hydrated lime /cement as filler (I) With 60/70 or VG-30 grade bitumen for grading II (13 mm nominal Size)
1430.71
-
11347.78
Kilometer Stone Reinforced cement concrete M15 grade kilometer stone /local stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703. i) 5th Kilometer Stone (Precast)
1
-
4197.95
Reinforced cement concrete M15 grade kilometer stone /local stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 ii) Ordinary Kilometer Stone (Precast)
6
-
2509.17
Reinforced cement concrete M15 grade kilometer stone /local stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 ii) 200 meter Stone (Precast)
26
-
667.27
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 90 cm equilaterral triangle
28
-
6091.04
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 60 cm Circular
12
-
5345.8
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 600 mm x 450 mm rectangular
6
-
5201.16
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (v) 900 mm side octagon
4
-
9672.8
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top andmiddle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middleplate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts dulyembedded in cement concrete M-15 grade blocks of 450mm x 450mmx 600mm,600mm below ground level. The top most diamond plate will be welded to middleplate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stoveenameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in requiredshade and colour. All sections of framed posts andsteel tube will be painted withprimer and two coats of epoxy paint as per drawing Clause 1701 and Annexure
1700.1
1
-
24844.36
RCC Guard Post. Supplying fitting and fixing RCC guard Post 150 mm long erected 75 cm above the ground and 75 cm below the ground with M-15 grade of cement concrete and required reinforcement tied in position with annealed black wire including centering moulding the top curing including painting concrete surface in 23 cm strips upto .0.75 m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc complete as per designed. i) 15 cm dia RCC guard Post with reinforcement of 4 nos. 12 mm dia Tor bar..
134
-
1324.36
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorissing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of 2.5 mm is exclusive of surface applied glass beads ar per IRC: 35. The finished surface to be level, uniformand free from streaks and holes and conforming to the MORT&H specification.
Zebra Crossing
Centre line marking
Edge marking
2220.5
-
566.13
Providing and fixing of road stud 100 x 100 mm dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, inatalled in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and beded in a suitable bituminous grout or epoxy mortar all as per BS:873 (part 4) 1973
2000
-
619.81
Planting of Trees and their Maintenance for three 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 mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
100
-
760.72
Earth work in excavation for structures as per drawing and technical specifications, including setting out, construction of shoring and bracing removal of stumps and other deleterious mater, dressing of sides and bottom and back filling with approved material as per MORTH Clause No. 304. i. In Ordinary Soil (A) Mechnical Means Upto 3.00 m depth
183.95
-
127.69
Sand filling in foundation trenches as per drawing and technical specification.
11.7
-
1644.26
Providing concrete for plain /reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 i) PCC Grade M-10 (ii) Nominal Mmix 1:3:6
6.38
-
5607.63
Providing concrete for plain /reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 i) PCC Grade M-20 (ii) Nominal Mmix 1:2:4
5.9
-
6223.14
Plain / Reinforced cement concrete, in sub-structure complete as per drawing and Technical Specification and steel shuttring form work as per clause 802,804,805,806,807,1202 and1204 A. with natural gravel IV. RCC M-25 Grade
51.93
-
7443.31
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer : TATA/ SAIL/Essar Steel/Jindal Steel/Shyam Steel/RINL) in sub-structure complete as per drawing and technical specification clauses 1002, 1005, 1010 & 1202
8.46
-
63702.28
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
3.41
-
13905.22
Providing weepholes 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 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
28
-
134.7
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification.
46.8
-
1487.19
Providing and laying curtain walls complete as per drawing and technical specification.
21
-
5734.64
Construction of flexible apron 1 m thick comprising of loose stone boulders weighting less than 25 Kg beyand curtain wall.
58
-
2153.67
Providing and laying boulder apron lead in wire crates made width 4mm dia GI wire conforming to IS: 280 & IS:4836 in 100mm X 100mm mesh (Woven diagonally) including 10 percent extra for laps and joints laid with stone bolders weighing not less than 25kg each as per drawing and technical specification clause 1301.
2834.57
-
3417.91
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification clause 1302. (i) stone/boulder
1055.88
-
2498.2
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302.
351.96
-
2686.69
Utility Shifting
1
-
181622.38
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