Zilla Parishad Tender
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Zilla Parishad - ZP Tender
Eprocure
Opening Date
4 Mar 2019Closing Date
CancelledTender Amount
₹ 1,91,97,384Costs
EMD
₹ 3,83,948Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_ZPHD_221668_1Tender No
WBZP/89/DE-ET/COB/2018-19Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://http://www.coochbeharzillaparishad.in/
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Documents
BOQ Items
Supply of M.S. Plate, 10mm, 12mm & upto 20mm thick conforming to IS: 2062 of required length, size etc. as per direction of Engineer-in-charge.
14.57
889469
61064.78
Supply of M.S. Plate, 6mm & 8mm thick conforming to IS: 2062 of required length, size etc. as per direction of Engineer-in-charge.
0.64
39325
61064.78
Supply & carriage of Hexagonal Bolts and Nuts of required length, size etc. as per direction of Engineer-in-charge.
2750
233310
84.84
Supply & carriage of Studs.
2750
233310
84.84
Driving of ISMB 250 in river bed by drop hammer (power driven) including hire charges of driven appliances.
975.62
322432
330.49
Supplying, driving of 2.5m long 600mm dia Hume Pipe in river bed including providing reinforcement and concrete complete as per direction of Engineer-in-Charge.
76
807888
10630.11
Hire and labour charges for staging with salbullah for superstructure of bridge of clear span over 7m and upto 15m including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-Charge with driving of salbullah piling and taking out of the same after stripping off the staging.
2298.24
517356
225.11
Providing Drainage Spouts in Superstructure including providing drip mouldings 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’s Specification for Road & Bridge Works.
48
42515
885.73
Painting, Two coats the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint.
229.72
25726
111.99
Painting with ready mixed red lead paint of approved make and brand including smoothening surface.
1950
121329
62.22
Painting, Two coats on steel surfaces with best quality synthetic enamel paint of approved make and brand (except red lead or Black Japan) including smoothening surface with any shade as directed by Engineer-in-charge.
1950
174252
89.36
Earth work in excavation of foundation of structures in all sorts of soil excluding marshy soil & rocks (soft or hard) upto a depth of 3.0m with pumping out water including shoring as required by manual means 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 back filling with approved material complete as per direction of the Engineer-in-Charge .
644.4
90389
140.27
Providing and laying cement concrete (1:3:6) with or without reinforcement in any part of well, pier, abutment, wing wall, drop wall with stone chips of approved type with screening and cleaning of aggregate and sand as necessary, curing in water etc. with cost of labour & materials for formwork and reinforcement.P.C.C. Grade M10, Nominal Mix 1:3:6
49.76
303706
6103.42
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-30 Grade using concrete mixer.
338.45
2501582
7391.29
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.
385.06
93215
242.08
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 required.
690.33
276435
400.44
Supplying, fitting and placing HYSD bar 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 and direction of Engineer-in-charge.
17.32
1339629
77332.41
Supplying, fitting and placing HYSD bar reinforcement in Bridge 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.
18.49
1449077
78370.85
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. Quality of sand is to be approved by the Engineer-in-charge.
150.5
166403
1105.67
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.
148
19251
130.08
Labour for M.S. work in Rolled steel joists, channels, angles. Tees, plates etc. including hoisting, placing in position including providing staging and removing after completion of works and cutting to sizes as required.
130600
1078756
8.26
Supply of M.S. Pipes etc. upto 100mm of required length, size etc. as per direction of Engineer-in-charge. For 40 mm dia M.S. (Medium) Pipes
432
107136
248
Welding by gas / electric plant including transportation of welding plant at site including cutting, forging & drilling to required shape.
159600
325584
2.04
Earthwork in road embankment and construction of subgrade in all sorts of soil with initial lead & lift upto 1.5m in different chainage by obtaining earth from road side borrow pits and depositting the same in not more than 25cm. (loose) thick layer and compaction by power roller each layer of soil upto 45cm below the sub-grade level at O.M.C. to 95% Ptoctor's density and the top 45cm upto the sub-grade level at O.M.C. to 97% Ptoctor's density including breaking all the clods thoroughly, watering, dressing, cambering etc. filling depression, making sufficient number of benches on existing embankment, bailing out water, dressing side slopes and crest to proper profile in accordance with the procedure of work as detailed in specification including stripping off the grass-sods, weeds etc. including making proper arrangement for quality control work upto a depth of 150mm, rolling the original ground, as per direction of the Engineer-in-charge. With Carried earth (land owned/arranged by the Contractor within a radius of 3.0 Km)
283
139799
493.99
Granular Sub-base with Graded Material (Table:- 400-1) B.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 in proper 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). (ii) Grading - II :
53.55
96645
1804.78
Granular Sub-base with Graded Material (Table:- 400-1) B. 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 in proper 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). (i) Grading - I :
53.55
106419
1987.29
Water Bound Macadam Base Course. 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 including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)
40.16
132193
3291.42
(ii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)
28.69
102200
3562.85
Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)
382.5
14680
38.38
Tack Coat
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)
382.5
4276
11.18
Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.
382.5
58901
153.99
Seal Coat
B. Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
382.5
20150
52.68
Turfing with Sods. Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Clause 307 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
703.8
13695
19.46
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each.With Stone/Boulder of size 225mm to 150mm.
108
379277
3511.83
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.With Stone/Boulder of size 225mm and above.
45
120465
2677
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 corresponding 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 white/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
40
34976
874.42
Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)(Including Load Caution Sign Board).
4
10090
2522.58
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