Tender Inviting Authority: SUPERINTENDING ENGINEER, WESTERN CIRCLE-II
Name of Work: Construction of 55 numbers of RCC Bridges Over Drainage Channels and Irrigation Canals in Connection with Infrastructure GAP Project in
the districts of Bankura, in West Bengal.
SCHEDULE OF WORK / ITEM(S)
Sl.No Description of Work / Item(s) No.of Qty Units NPCC
Rate Amount
23.00 Supplying, fitting and fixing in position true to line and level Elastomeric bearing conforming 64,54,090.410 Cu.cm 1.7 1,09,71,953.70
to IRC: 83 (Part-II) Section IX and Clause 2005 of MoRT&H specifications complete including
all accessories as per drawing and Technical Specifications.
Furnishing and Placing Reinforced /Prestressed 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, 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/casting truss complete. as per drawing and
technical specifications.
E RCC/PSC Grade M 40
II Using Batching Plant, Transit Mixer & Concrete pump
ii) For I-Beam & Slab including launching of precast girders by launching truss upto 40 m
Span
(Using OPC 43 Grade Cement)
24.01 (i) Upto 5m Height 4,364.976 cum 11,677.00 5,09,69,822.65
24.02 (ii) 5m - 10m height 1,913.874 cum 12,367.00 2,36,68,876.92
24.03 (iii) Above 10m height 168.706 cum 13,058.00 22,02,959.52
25.00 Furnishing and Placing Reinforced /Prestressed Cement concrete in Super-Structure with 801.990 cum 10,252.00 82,22,003.16
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, 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/casting truss complete. as per drawing and
technical specifications.
C RCC Grade M-30
ii) Using Batching Plant, Transit Mixer and Concrete Pump
i) For solid Slab Super Structure
(i) Upto 5m height (Using OPC 43 Grade Cement)
26.00 Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of 858.992 cum 10,926.00 93,85,344.44
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.
(c) M-25 Grade: Using concrete mixer.
(Using OPC 43 Grade Cement)
27.00 Supplying, fitting and placing uncoated HYSD bar reinforcement of grade FE 500/Fe 500D in 1,370.185 Tonne 1,09,085.00 14,94,66,657.55
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.
ii) a. Tor Steel rods/ HYSD bars/ TMT bars (SAIL/TATA/RINL/JINDAL)
28.00 Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 849.015 cum 10,252.00 87,04,103.46
19mm down including screening and cleaning approved stone chips and sand as necessary
laying, finishing complete to camber and grade, curing with water, including cost and carriage
of all materials and hire charges for form work including reinforcement complete as per
drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for
Road & Bridge Works.
29.00 Provision of an Reinforced cement concrete crash barrier at the edges of the road, 4,018.967 metre 3,979.06 1,59,91,701.63
approaches to bridge structures and medians, constructed with reinforced cement concrete
with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at
expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it
is built and installed as per design given in the enclosure to MOST circular No. RW/NH -
33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at
locations directed by the Engineer-in-Charge, all as specified.
M-40 Grade concrete
(Using OPC 43 Grade Cement)
30.00 Drainage Spouts in Superstructure including providing drip mouldings and also including 775.000 Each 2,097.00 16,25,175.00
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.
31.00 Supplying, fitting,fixing CI Grating ( Heavy Type ) 406.000 Each 150 60,900.00
(b) Above 100 mm and upto 150 mm Square or round.
32.00 Strip Seal Expansion Joint 1,131.738 metre 13,800.00 1,56,17,980.33
Providing and laying of a strip seal expansion joint catering to maximum horizontal
movement upto 80 mm, complete as per approved drawings and standard specifications to
be installed by the manufacturer/ supplier or their authorised representative ensuring
compliance to the manufacturer's instructions for installation.
36.00 M.S. work in Rolled steel joists, channels, angles. Tees, plates etc. including hoisting, 9,238.039 Kg 143.00 13,21,039.57
placing in position including providing staging and removing after completion of works and
cutting to sizes as required.
(Structural steel upto 200 mm size)
49.00 Granular Sub-base with Graded Material (Table:- 400-1) Construction of granular sub-base 2,606.865 cum 3,193.00 83,23,719.16
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
ofMoRT&H (5th Revision).
By Mix in Place Method; (iii) Grade III
50.00 Water Bound Macadam Base Course Providing, laying, spreading and compacting 800.656 cum 3,475.00 27,82,278.69
stoneaggregates 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.) (iii)
Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)
B. Manual means
51.00 Roller Compacted Concrete Pavement ;- 3,754.967 cum 10,314.00 3,87,28,731.84
Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine
aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with
minimum aggregate cement ratio of 5:1 mm and with minimum cement content of 310 kg per
cum, aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixer
at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or
with mechanical paver, compacting with 80100 kN smooth wheel, tandem vibratory roller, to
achieve, the designed flexural strength, finishing and curing as per drawings and Technical
Specification Clause 1502 for Rural Roads of MORD
62.00 Supplying, fitting and placing HYSD bar reinforcement of grade FE 500/FE 500D in Bridge 23.204 Tonne 1,07,001.00 24,82,817.88
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. (Regulator cum Fall Structures)
(ii) a. Tor Steel Rods- HYSD bars/ TMT bars (SAIL/TATA/RINL/JINDAL)
64.00 Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19.318 cum 10,252.00 1,98,044.27
19mm down including screening and cleaning approved stone chips and sand as necessary
laying, finishing complete to camber and grade, curing with water, including cost and carriage
of all materials and hire charges for form work including reinforcement complete as per
drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for
Road & Bridge Works. (Regulator cum Fall Structures)
(Using OPC 43 Grade cement)
65.00 Epoxy bonding of new concrete to old concrete 393.922 sqm 1,384.00 5,45,187.66
66.00 Drainage Spouts in Superstructure including providing drip mouldings and also including 43.000 each 2,097.00 90,171.00
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. (Regulator cum Fall Structures)
90.00 Supplying, fitting, fixing Mild Steel draw shutter with Mild Steel plate of thickness as specified 6,185.165 Kg 103.00 6,37,071.97
by the Engineer-in-charge and other necessary Mild Steel sections for sluice including
fabricating the same (as per drawing and instruction given by the Engineerin-charge)
excluding cost of Mild Steel guide channel, sill beam, gearing arrangement etc. but including
painting with two coats of anticorrosive bituminous paint of approved make & brand over two
coat of red lead primer and with necessary masonry work with all materials supply etc.
complete at site.
91.00 Supplying, fitting, fixing Mild Steel flap shutter with Mild Steel plate of thickness as specified 4.959 Kg 123.60 612.93
by the Engineer-in-charge and other necessary Mild Steel sections for sluice including
fabricating the same (as per drawing and instruction given by the Engineerin-charge)
including painting with two coats of anticorrosive bituminous paint of approved make & brand
over two coat of red lead primer and with necessary masonry work with all materials supply
etc. complete at site.
92.00 Supplying / Replacing Gear rod by a new Mild Steel Gear rod, threaded length as required 15.000 Metre 4340 65,100.00
and fitting, fixing in position with screw gearing arrangement for operating the draw shutter
including taking out old gear rod by cutting bolts etc. complete as per direction of the
Engineer-in-charge. (The old materials to be returned to Departmental Godown.) (c) 75 mm.
dia.
93.00 Supplying / Replacing Gun Metal Bush for screw gearing arrangement required for hanging 15.000 Each 10000 1,50,000.00
arrangement of draw shutter and fitting & fixing with the screw gearing arrangement for
operating the draw shutter by taking out the old screw gearing arrangement and Gun Metal
bush etc. complete as per direction of the Engineer-in-charge. (The old materials to be
returned to Departmental Godown.) (c) 75 mm. dia.
94.00 Supplying, fitting & fixing Cast Iron wheel (after taking out existing one if necessary), rim 15.000 Per set 25000 3,75,000.00
made of 28 mm. to 36 mm. dia to fit any size of gear rod including carriage to site, painting
with two coats of bituminous paint over two coats of red lead primer etc. complete as per
direction of the Engineer-in-charge. (b) 60 cm. dia. Cast Iron wheel
Total in Figures 35,25,87,253.32
N.B:- GST WILL BE EXTRA AS PER WEST BENGAL STATE GOVERNMENT RULE
