Zilla Parishad Tender
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Zilla Parishad - ZP Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Jan 2025
Closing Soon8 Feb 2025
Tender Amount₹ 3,89,10,788.77
Costs
EMD
₹ 7,78,216Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_ZPHD_802716_1Tender No
e-NIT No 52 of 2024-2025Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://http://paschimbardhaman.co.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface inproper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading,including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). GSB: Grading-III
650.25
1802
1171835.03
... More
By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface inproper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading,including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). GSB: Grading-IV
741.29
1752
1298821.62
... More
By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface inproper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading,including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). GSB: Grading-V
867
1872
1623110.7
... More
Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC inWet 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, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Pavement- 2 Layer (125 mm thick+125 mm thick)=250 MM
2167.5
2244
4864325.18
... More
Supplying and laying in the specified pattern of inter locking concrete blocks pavements(ICBP) with concrete blocks with (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl.no. 6.30 of IRC : SP : 63(2018),from BIS licensee manufacture,with spacer nib(Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks,as per CL.No 3.26 of IS:15658)and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block ,as per CLNO.3.3 of IS: 15658) as per table 2 of IS :15658,on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding same of 25-35mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joints as per clause 6.5.2 of IRC SP 63) and completing the edge with cut blocks as per CL. No. 8.7 of IRC SP - 63 (2018) with proper confinement of bedding and joint filling sand,compaction, levelling and filling up of the edge gap.
100 mm thick. Grey.
8670
1295
11227650
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Concrete Barrier (For Concrete Block) Earth work in excavation of foundation trenches in all sorts of soil (including mixed soil but excludimg stony and moorum soil) including removing spreading or stacking the spoils within alead of 150 mtr as directed and including trimming the side of trenches leveling dressing and ramming the bottom, bailing or pumping out water etc as required complete. Depth of excavation Up to 3.00mtr (Without pumping out water and shoring).
612
104
63648
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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including.
102
691
70502.4
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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required.
1785
214
381990
... More
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. PCC Grade M 20
624.75
5146
3215413.32
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
1360
24
32640
... More
Water Bound Macadam Sub Base Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : cum
255
1863
475284.3
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Providing and fixing M.S information board of 1.2m x0 .75 m size made with 1.5 mm plate welded over angle iron (40mm x40 mmx5 mm) in both sides (Side stands) and (20mm x 20mm x 3 mm )in top and bottom and diagonal bracing with MS flat( 50mm x50 mm x6 mm) having total height 1.5m above GL and side stands embeded in a depth of 0.6m into 1:2:4 PCC including writing and painting as per direction complete.
2
3397
6795.32
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(PART-B-CROSS DRAINAGE WORKS) R.C.C BOX CULVERT -1X2X2 -2 Nos, Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
206.37
124
25589.88
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Earthwork in filling in foundation trenches with good earth in layers not exceeding 15 cm ,including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
41.27
92
3796.84
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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand.(Compaction factor of dry clean sand is 0.835 )
54.32
691
37545.98
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
264.2
24
6340.8
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Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-15 Grade. Using concrete mixer.
59.18
4796
283878.77
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Plain /Reinforcd cement concrete in Foundation with coarse aggregate of appropriate nominal size and grading ,fine aggregates (sand) conforming to proper grading zone , both of approved quality ,cement and water reducing admixtures ,as necessary ,including labour ,cost and carriage of all materials and including preparation of design mix ,approval of the same by the Engineer -in-charge and cost for quality control ,sampling, testing etc ,All complte as per drawing and technical specification , M-25 Grade of concrete (P- 286, Item No.12.05/d i)
25.7
5931
152428.24
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Plain /Reinforcd cement concrete in Substructure with coarse aggregate of appropriate nominal size and grading ,fine aggregates (sand) conforming to proper grading zone , both of approved quality ,cement and water reducing admixtures ,as necessary ,including labour ,cost and carriage of all materials and including preparation of design mix ,approval of the same by the Engineer -in-charge and cost for quality control ,sampling, testing etc ,All complte as per drawing and technical specification , M-25 Grade of concrete
123.85
6242
773079.13
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Furnishing and Placing Reinforced Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications. RCC Grade M25, Using Concrete Mixer For solid slab super-structure, Height upto 5m.
88.14
6723
592570.51
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Plain/Reinforced cement concrete in Superstructure with coarse aggregates of appropriate nominal size and size and grading , fine aggregate (sand) conforming to proper grading zone , both of approved quality ,cement and water reducing admixtures ,as necessary ,including labour ,cost and carriage of all materials and including preparation of design mix , approval of the same by the Engineer-in -charge and cost for quality control, sampling ,testing etc . All complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications, M-30 Grade
5.63
5376
30268.17
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Supplying, fitting and placing reinforcement in Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. With Tor steel rod.
3.03
56765
171999.83
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Supplying, fitting and placing reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. With Tor steel rod.
14.58
56898
829581.88
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Supplying, fitting and placing reinforcement in Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. With Tor steel rod.
10.38
57766
599616.17
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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 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
200
115
23000
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Painting the vertical end faces of posts ,………………………by the Engineer in charge with approved synthetic enamel paint (a) Two coats.
53.87
99
5333.13
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Drainage spouts in superstructure including providing drip moulding and also including supplying fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no 2705 of MoRT&H specification for Roads & Bridge works.
40
783
31320
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(PART-C) ROAD FURNITURE WORKS R.C. Guard post Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to orresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in hite/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.
With Pakur variety stone chips
150
773
115950
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Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3,
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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). i) 90 cm equilateral triangle
20
4246
84920
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Do-Do-DO 80 mm x 60 mm rectangular
10
5208
52080
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Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Ordinary kilometer stone (precast)
3
1577
4731
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Do-Do-DO Hectometer stone (precast)
10
450
4500
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Drum Sheet Walling 1.40m (av.) high on Sal-bullah / Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction. Using Eucalyptus bullah .
300
1244
373200
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(PART-D-CROSS DRAINAGE WORKS) (Cross Drain)Excavation for Structures
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD 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. (Ref :- P- 284 It No-12.01)
272.66
124
33809.84
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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand.(Compaction factor of dry clean sand is 0.835 ) (Ref :- P- 286 It No-12.04)
201.63
691
139366.66
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.(Vol -I P.W.D Ref :- P- 47 It No-3)
90.84
24
2180.16
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Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-15 Grade. Using concrete mixer.
163.29
4796
783280.9
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required.
360
214
77040
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for ulverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 but excluding excavation,protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 for Rural Roads of MORD 900 mm Dia.
22.5
4432
99740.7
... More
Add GST, as applicable @ 18%
1
5876776
5876776.34
... More
Add Labour welfare cess @ 1%
1
385112
385112.34
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