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Tender Value
₹32.8 Cr
EMD Value
₹32.8 L
Closing Date
2 Jul 2026, 6:30 pm
Similar tender results from the same govt authority in the past 3 years.
Vice President, (P), GUDC Ltd., Gandhinagar
DHRANGDHRA ROB LC-48A under SJMMSVY (2nd Invitation) : CONSTRUCTION OF PROPOSED 2-LANE RAILWAY OVER BRIDGE IN LIEU OF LC. NO. 48A BETWEEN RLY KM. 629/3 TO 629/4, NEAR DHRANGADHRA RLY. STATION, DHRANGADHRA Under SJMMSVY
314419
GUDC/Dhrangdhra/2025/ROB LC-48A
Open
Civil Works
Gandhinagar
3 documents required · 3 mandatory
₹28,320
GUDC Ltd., Gandhinagar
₹32.8 L
18 Jun 2026
18 Jun 2026
18 Jun 2026
2 Jul 2026
18 Jun 2026
RAILWAY PORTION
Item Item Description Unit Qty. Rate in Rs. Amount
1 Excavation for foundation in sand, gravel, clay soft soils Cum 270 486.77
and murrum etc. including shoring, strutting dewatering as
necessary and disposing of the excavated stuff as directed.(A)
Depth upto 3.0 M. and lead upto 100m for 10 Cum
2 Excavation in large boulders and soft rock by welding Cum 230 682.44
including shoring, strutting and dewatering as necessary and
disposing of the excavated stuff as directed.
3 Providing and filling in foundation with ordinary Cement Cum 30 3596.68
concrete M-15 mix and providing necessary vertical pin
headers including formwork, vibrating, ramming and curing
4 Providing and Casting in situ Controlled Cement Concrete Cum 200 4763.60
M35 for R.C.C. Raft footing and cutt-off walls including
necessary shuttering laying, vibrating, ramming and curing
5 Providing and placing in position FE 550D (With CRS) M.T. 21 76247.53
TMT bar reinforcement for following items including
cutting bending hooking and tying complete as per detailed
drawing.For RCC Raft & Open foundation.
6 Providing and filling trenches of Labour charges - Cum 132 3540.15
Excavator in rocky strata with ordinary cement concrete M-
7 Filling available excavated earth (excluding rock) in Cum 160 130.39
trenches. plinth, sides of foundations etc. in layers not
exceeding 20 cm. in depth consolidating each disposited
layer by ramming and watering.
8 Providing and casting in situ controlled cement concrete M- Cum 83 5335.18
35 for R.C.C. return as per drawings including centering
shuttering, scaffolding where necessary, laying vibrating,
curing and finishing complete. (1) Piers (2) Abutment (3)
(A) Height Upto 5.0 M.
(B) Height 5.0M to 10.0M Cum 83 5647.23
(C) Height 10.0M to 15.0M Cum 21 6425.03
9 Providing and laying in position FE 550D (With CRS) TMT M.T. 26 76247.53
bar reinforcement including cutting, bending, hooking and
tying complete as per detailed drawings for the following. (A)
Item Item Description Unit Qty. Rate in Rs. Amount
10 Providing and laying in situ machine mixed controlled M- Cum 190 5414.11
35 grade cement concrete for RCC caps, side walls, tie walls
etc. including M:40 pedestals over piers and abutments
including necessary scaffolding formwork, centering,
transporting, placing, compacting by mechanical vibrators,
finishing and curing and casting, finishing at any height or
depth as per drawing etc. complete excluding reinforcement,
as directed by Engineer and as per specification.
Pedestals in M:40 Cum 10 5387.67
Seismic Restriner in M:40 Cum 10 5387.67
11 Providing & fixing in position (Thermo mechanically treated M.T. 38 76247.53
bars ) FE 550D (With CRS) TMT bar steel bars of various
diameters for all RCC works in Foundations, Pier,
Abutment wall, box wall, Abt. cap, Dirt wall, side wall,
Retaining wall, Pedestals as per detailed design & drawings
and schedule including cutting, bending, hooking the bars,
binding with 18 SWG GI wires and supporting as required
with all lifts and leads etc. complete including cost of all
labour, materials, tools, plants, equipments etc. all complete
as directed by Engineer and as per specifications.
12 Providing and applying anti carbonation, anti fading, mold Sqm 580 115.32
resistant, heat insulating, and 100% acrylic breathable
decorative external waterproof coating of approved shade
having Viscosity @ Room Temperature by Ford cup No. B-4
(dilute 2 parts of product with I part of water) 18 to 30 sec.
pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature
1.30+0.1, tested for carbon dioxide diffusion resistance
properties for coating materials and coating systems for open
atmosphere surface of substructure as well as superstructure
as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A"
accredited institution.
13 Design, supply, fitting and fixing in position true to line and
level POT-PTFE bearing of 250 MT Capacity, consisting of
a metal piston supported by a disc or un reinforced elastomer
confined within a metal cylinder, sealing rings, dust seals,
PTFE surface sliding against stainless steel mating surface,
complete assembly to be of cast steel / fabricated structural
steel, metal and elastomer elements complete as per IS:2062,
IS:226, BS-5400, Bridge Code and as per approved drawing
and Technical Specifications. The design of the bearings shall
be submitted by the manufacturers / contractor and got
approved from Railway before fixing. Test report after
inspection of the bearings shall be submitted and got
approved before the materials are lifted from the
manufacturer premises.
POT-cum -PTFE Bearing (Free end) M.T. 750 319.16
POT Bearing-Fixed Type M.T. 500 410.06
Item Item Description Unit Qty. Rate in Rs. Amount
POT-cum -PTFE Guided (L)Bearing M.T. 500 540.35
POT-cum -PTFE Guided (T)Bearing M.T. 750 508.03
14 Providing and fixing mild steel dowel bars of minimum 32 Rmt 60 448.27
mm dia. For anchoring by drilling holes in foundation strata
including necessary bending, hooking of dowel bars and
grouting the holes complete as per detailed drawing and as
15 Providing and Casting in situ controlled cement concrete M Cum 133 7481.09
40 for R.C.C. Deck Slab including centering, scaffolding
curing and finishing complete.
16 Supplying, fabrication, assembling of all types of steel girders
of specified spans with structural steel conforming to Quality
"B0" Grade Designation E250 conforming to IS:2062,
erection / slewing / end launching of steel girders with cranes
or any other approved launching methods as per site
conditions (not requiring traffic block) on substructure
including provision of trolley refuges etc., complete as per
approved QAP and drawings conforming to IRS-B1-2001 and
other relevant codes and specifications.
(Cont) 1. Detailed fabrication and erection drawings & launching
methodology will be prepared by the contractor and got
approved from Railway.
2. The rate is all inclusive including launching in position,
complete in all respect except cost of (i) Painting / Metalising;
(ii) Bearings & (iii) HSFG bolts which shall be paid extra
under relevant item.
3. The payment shall be made on the theoretical weight of
main components and gusset plates only.
4. Payment Schedule:
(i) Receipt of material at site: 40%
(ii) Fabrication of girders: 20%
(iii) Erection/Launching: 20%
(iv) Completion in all respects: 20%
Plate Girder/Semi Through Girder/Composite Girder (Steel M.T. 280 133994.88
(Composite steel girder of span length above 36.0m)
17 Extra for using steel conforming to Grade Designation E350 M.T. 280 4780.94
instead of Grade Designation E250 of Quality "B0" as per IS:
18 Supplying and fixing HSFG bolts of any dia and any length kg 5600 313.97
with suitable nuts including DTI washers conforming to IRS-
B1-2001 for bridges and steel structures with contractors
labour, tools and plants and lead and lift etc., complete.
Item Item Description Unit Qty. Rate in Rs. Amount
19 Metallizing of steel work of girders with sprayed aluminium Sqm 2400 650.56
after surface preparation by Sand/grit blasting, followed by
one coat of etch primer (IS:5666) & one coat of Zinc Chrome
primer (IS:104) and two coats of aluminium paint (IS:2339)
with all labour, T&P and material as a complete job duly
conforming to all relevant specifications and process given
under Clause 39 of IRS-B1-2001. Note: Nominal Thickness
of sprayed Aluminium coating shall be 150 microns. DFT of
Zinc chrome primer shall be 25-30 microns and DFT of each
coat of Aluminium paint shall be 12-14 microns.
20 Providing and placing in position FE 550D (With CRS) M.T. 18 75631.86
TMT. Bar reinforcement including, cutting, bending
hooking and tying complete as per detailed drawings.(I) Solid
Slab.(II) Deck Slab.
21 Providing and casting RCC in M-40 controlled concrete Cum 35 5110.61
Crash Barriers as per detailed drawings including necessary
scaffolding, centering, formwork, mixing in machine,
transporting, placing, compacting, finishing, curing, etc.
complete including providing and fixing of inserts if any with
all leads and lifts as per drawing & specification and as
directed by Engineer, excluding reinforcement.
22 Providing and laying precast RCC footpath slab in Sqm 70 1083.05
controlled cement concrete of M:20 grade (7 cm thickness
including necessary reinf.) and providing and setting cement
chequered tiles in C.M. 1:5 as per drawing including
necessary formwork, cutting and finishing complete.
23 Providing and fixing post and pipe railing as per detailed Rmt 90 1202.39
drawing including 3 coats of painting to steel works complete.
24 Providing and fixing in position (Thermo mechnically Treted M.T. 9 75631.86
bars) FE 550D (With CRS) TMT bar reinforcing bars of
various diameters for the Crash Barrier as per detailed
designs and drawings and schedule including cutting,
bending, hooking the bars, binding with 18 SWG GI wires
with cost of all labour, materials, tools, plants, equipments,
supporting as required with all lifts and leads etc. all complete
as per specification and as directed by Engineer.
25 Providing and laying Double Walled corrugated Pipes Rmt 172 62.09
(DWC) of Polyethylene (conforming to IS:14930-II) of 50mm
O.D. / 38mm I.D. with fittings and necessary connecting
accessories of same material at required depth for laying cable
below footpath slab etc. complete as per specification and as
directed by Engineer.
Item Item Description Unit Qty. Rate in Rs. Amount
26 Providing and fixing 100 mm dia. G.I. Drainage spouts, as Nos 18 536.03
per MOST Drg. No SD/303 including grating with suitable
clean out fixtures including all leads and lifts etc. complete as
per specification, design & drawings and as directed by
27 Providing, laying and jointing in true line and level 110 Rmt 140 835.15
diametre U.P.V.C (Type B) conforming to IS 13592-1992
with one end plain and other end socketed with rubber ring, &
fittings conforming to ISI 14735-1999 of approved make for
drainage system pipe line, pipe shall be jointed with each
other with rubber lubricant, pipe shall be fixed on wall using
of PVC clamp of the size 110 mm diametre x 149 mm length
x 145 mm heigh at every 2000 mm center to center or shall be
concealed in walls as directed including necessary fittings
such as bends, shoes etc. including testing of pipes and joints
and jointed with adhesive solvent cement including cost of all
materials.(For Downtake / longitudinal runner pipe)
28 Painting Two Coats on New Concrete Surfaces (Painting Sqm 110 81.81
two coats after filling the surface with synthetic enamel paint
in all shades on new plastered concrete surfaces) - For inner
face of crash barrier
29 Providing and applying one coat Epoxy Phenolic primer of Sqm 660 115.32
DFT 50 micron and two coats of Epoxy Phenolic coating of
DFT 100 microns each or any other equivalent epoxy coating
system to all concrete surfaces exposed to atmosphere in
substructure including cost of material, labour, transportation,
scaffolding and preparing the surfaces by cleaning, washing,
brushing, sand / grit blasting etc. complete and as directed by
Engineer and as per specification. (Paint shall be got
approved from Engineer and tested from approved
30 Supplying, Fabricating and fixing access ladders, inspection M.T. 50 98201.49
platforms on bridges with structural steel conforming to
IS:2062 including welding / bolting, priming painting with
one coat of ready mixed paint of Zinc Chromate (IS:104) with
DFT of 25-30 microns followed by one coat of Zinc Chrome
Red Oxide (IS:2074) with DFT of 25 microns with all
material, labour, T&P as a complete job as directed by
Engineer-in Charge.
31 Providing and casting in situ controlled cement concrete M- Cum 50 5524.01
40 for average 100 mm thick wearing coat laid as directed
dincluding tamping, vibrating, finishing, curing and fillingin
joints with bitumen complete.
32 Providing and fixing in position FE 550D TMT (with CRS) M.T. 5 75631.86
bar reinforcement including cutting, bending and tying
complete as per detailed drawings. (A) R.C.C. Wearing coat
. (upto 10 ton)
Item Item Description Unit Qty. Rate in Rs. Amount
33 Road marking with hot applied thermoplastic paints with Sqm 20 367.72
reflectorising glass beads on bitumin surface providing and
laying a hot applied thermoplastic compound 2.5 mm thick
including reflectorising glass beads @ 250 gms per sqm area,
thickness of 2.5 mm is excluding of surface applied glass
beads as per IRC: 35-2015. The finished surface to be leveled,
uniform and free from streaks and holes. Zebra patta/bump
patta lane/centre line/edge line/cut patta. The white colour
marking should provide liminance coefficient on cemented
road shall be 130 mcd / m2 / lux and ashphalt roads shall be
minimum 100 130 mcd / m2 / lux during the service life
during the day time. The marking should meet the
performance criteria for night time reflectivity, wet
reflectivity and skid resistance as mentioned in the section -
34 Cat Eye / Road Stud / RPM: Supplying of Molded Twin No 22 326.23
Shanks Raised Pavement Markers made of polycarbonate and
ABS moulded body and reflective panels with Micro
prismatic lens (No Glass bead lens) capable of providing total
internal reflection of the light entering the lens face and shall
support a load of 13635 kgs. tested in accordance to ASTM D
4280 Type H and complying to Specifications of Category A
of MORTH Circular No RW/NH/33023/10-97 – DO III Dt
11.06. 1997. The height, width and length shall not exceed
mm, 130 mm and 130 mm and with minimum reflective area
of 13 Sqcm on each side and the slope to the base shall be
+/- 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 the road for the shanks to go inside, without nails and
using epoxy resin based adhesive as per manufacturer’s
recommendation and The color of the marker should be as per
the IRC 35-2015 and as directed by Engineer-in-charge.
APPROACH PORTION
35 Clearing and grubbing road land including uprooting rank Hectare 2.40 28393.04
vegetation grass bushes,shrubs,sapling and trees girth up to
300 mm removal of stumps of trees cut earlier and disposal of
unserviceable materials (C) By mechanical means in area of
36 Demarkation of road alignment including marking out road Km 0.9 2706.5
line by providing and fixing wooden pegs or steel rod of
required size at every 25 M to 50 M including excavating
trenches ion both sides of 0.30 m x 0.30m including supplying
of labours and all materials for every work etc complete.
37 Dismentaling the existing structure including removing and
stacking the dismentalled materials as and where directed -
RCC work & Rubble Masonary
(A) RCC work Cum 200 886.05
Item Item Description Unit Qty. Rate in Rs. Amount
(B) Rubble / brick masonry Cum 200 389.74
(C) Structural steel work MT 10 1955.71
38 Dismentaling of flexible pavements and disposal of Cum 1190 403.75
dismentled materials with all leads and lifts ,stacking
serviceavle and unserviceable materials.By Mechanical
39 Dismantling of Cement Concrete Pavement (Dismantling of Cum 800 744.37
cement concrete pavement by mechanical means using
pneumatic tools, breaking to pieces not exceeding 0.02 cum in
volume and stock piling at designated locations and disposal
of dismantled materials up to a lead of 1000 metres, stacking
serviceable and unserviceable materials separately)
40 Providing and fixing pre-cast concrete kerb stone of gray Rmt 2755 374.92
cement based concrete block 30 cm length, 30 cm height and
15 cm thick of M250 grade concrete as per approved design &
including excavation for fixing in proper line and level, filling
the joint with C:M 1:3 (1 cement : 3 fine sand) etc complete.
(In underspace portion & beside drain)
41 Excavation for foundation in sand, gravel, clay soft soils Cum 1444 486.77
and murrum etc. including shoring, strutting dewatering as
necessary and disposing of the excavated stuff as directed.(A)
Depth upto 3.0 M. and lead upto 100m for 10 Cum
42 Excavation in large boulders and soft rock by welding Cum 1588 682.44
including shoring, strutting and dewatering as necessary and
disposing of the excavated stuff as directed.
43 Providing and filling in foundation with ordinary Cement Cum 148 3596.68
concrete M-15 mix and providing necessary vertical pin
headers including formwork, vibrating, ramming and curing
44 Providing and Casting in situ Controlled Cement Concrete Cum 1117 4763.6
M35 for R.C.C. Raft footing and cutt-off walls including
necessary shuttering laying, vibrating, ramming and curing
45 Providing and placing in position FE 550D (With CRS) M.T. 140 76247.53
TMT bar reinforcement for following items including
cutting bending hooking and tying complete as per detailed
drawing.For RCC Raft & Open foundation.
46 Providing and filling trenches of Labour charges - Cum 780 3540.15
Excavator in rocky strata with ordinary cement concrete M-
Item Item Description Unit Qty. Rate in Rs. Amount
47 Filling available excavated earth (excluding rock) in Cum 1340 130.39
trenches. plinth, sides of foundations etc. in layers not
exceeding 20 cm. in depth consolidating each disposited
layer by ramming and watering.
48 Carting of excavated material such as murrum, earth,
kapachi, gravel, brickbats, kankar, debris, sand, dismantled
material, including loading, unloading, stacking etc. complete
at non objectional place as directed by engineer in charge.
Lead up to 3 Km Cum 6130 43.4
Additional rate for lead above 3 and upto 5 km Cum 1500 59.3
Additional rate for lead above 5 and upto 10 km Cum 1500 88.84
49 Providing and casting in situ controlled cement concrete M- Cum 333 5335.18
35 for R.C.C. return as per drawings including centering
shuttering, scaffolding where necessary, laying vibrating,
curing and finishing complete. (1) Piers (2) Abutment
(A) Height Upto 5.0 M.
(B) Height 5.0M to 10.0M Cum 82 5647.23
50 Providing and laying in position FE 550D (With CRS) TMT M.T. 75 76247.53
bar reinforcement including cutting, bending, hooking and
tying complete as per detailed drawings for the following. (A)
Piers (B) Abutments
51 Providing and laying - Fitter Media 600mm thick directed at Sqm 80 1180.34
the back of abutments as per detailed specifications.
52 Providing and filling sand behind abutments and between Cum 337 490.47
returns in layers as directed by Engineer In-charge.
53 Providing & laying weep hole in Aburtments, and returns by Each 80 53.45
using A.C. pipe of 100 mm including laying in proper grade
and jointing the completed as per detailed specification.
54 Supplying and laying of bi-axial extruded high modulus Sqm 1420 151.50
polypropylene geogrid having minimum layer coefficient ratio
as 1.3, junction efficiency not less than 90% and with 38 mm
x 38 mm mesh opening. The roll size shall be 50.0 x 3.95 m,
at easily accessible location including top and bottom, with all
leads and lifts, manpower and machinery, materials, labour
etc. complete and as directed by Engineer - in - charge.
55 Providing and laying in situ machine mixed controlled M-35 Cum 405 5308.38
grade cement concrete for RCC caps, side walls, tie walls
etc. including M:40 pedestals over piers and abutments
including necessary scaffolding formwork, centering,
transporting, placing, compacting by mechanical vibrators,
finishing and curing and casting, finishing at any height or
depth as per drawing etc. complete excluding reinforcement,
as directed by Engineer and as per specification.
Pedestal in M40 grade conc. Cum 40 5387.67
Seismic Restriner in M40 grade conc. Cum 70 5387.67
Item Item Description Unit Qty. Rate in Rs. Amount
56 Providing and laying in position FE 550D (With CRS) TMT M.T. 106 76247.53
bar reinforcement including cutting, bending, hooking and
tying complete as per detailed for the following. (A)
Abutment cap & Dirt wall. (B) Pier Cap.
57 Providing and applying anti carbonation, anti fading, mold Sqm 2300 115.32
resistant, heat insulating, and 100% acrylic breathable
decorative external waterproof coating of approved shade
having Viscosity @ Room Temperature by Ford cup No. B-4
(dilute 2 parts of product with I part of water) 18 to 30 sec.
pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature
1.30+0.1, tested for carbon dioxide diffusion resistance
properties for coating materials and coating systems for open
atmosphere surface of substructure as well as superstructure
as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A"
accredited institution.
58 Art painting work over various components of ROB / FOB / Sqm 1640 875.09
Underpass with three coat water coat putty of approved brand
after duly rubbing the surface to make the surface even end
smooth. The work includes one coat of exterier primer coat of
approved brand and three or more coat of exterier plastic
emulsion paint of approved brand over the prepared surface.
Over this art painting work to be done as per direction and
design pattern approved by Engineer-incharge. The work
includes the cost centering, shuttering, scafolding and clearing
the site properly after completion of work. The work also
includes the cost of all material, manpower, stencils etc.
required for art painting.
(A) Pier / Abutment & Pier Cap / Abutment Cap
59 Providing and fixing in position fully moulded restrained CuCm 2448000 0.9
elastometric Bearings as per detailed drawings.
60 Providing and fixing mild steel dowel bars of minimum 32 Rmt 274 448.27
mm dia. For anchoring by drilling holes in foundation strata
including necessary bending, hooking of dowel bars and
grouting the holes complete as per detailed drawing and as
61 Providing and casting in-situ or precast controlled cement Cum 3116 8564.53
concrete M 50 for prestressed concrete work in super
structure including centering, shuttering, curing, scaffolding
ramming, vibrating, finishing, launching or shifting complete.
(II) Deck Slab. (III) Main Girders. (IV) Diaphragm or cross
62 Providing and placing in position FE 550D (With CRS) M.T. 164 75631.86
TMT. Bar reinforcement including, cutting, bending
hooking and tying complete as per detailed drawings.(I) Solid
Slab.(II) Deck Slab.
63 Providing and placing in position FE 550D (With CRS) M.T. 258 77010.48
TMT Bar reinforcement including, cutting, bending
hooking and tying complete as per detailed drawings.(I) Main
Girders.(II) Diaphragm or cross girder.
Item Item Description Unit Qty. Rate in Rs. Amount
64 Providing and fixing in position to exact profile High tensile M.T. 119 72402.66
steel wires 12.7/15.2mm dia of required ultimate strength
conforming to low Relaxation Prestressing steel strands
including bending, cutting, tying providing necessary
standards as per IS 14268 and anchorages, sheathing (HDPE),
stressing, grouting, ducts as per detailed drawing including
necessary plant and machinary complete.
65 Providing and carrying out load test on bridge deck with M.T. 200 169.92
simulated loading including provision, placing and removal of
loading, supplying, fixing and removing deflection measuring
instruments etc. complete with platforms for fixing the
instruments etc. complete as per the details supplied and
specification and as directed by Engineer and including
submission of required results in triplicate after satisfactory
completion of the load test.
66 Providing and applying anti carbonation, anti fading, mold Sqm 14590 115.32
resistant, heat insulating, and 100% acrylic breathable
decorative external waterproof coating of approved shade
having Viscosity @ Room Temperature by Ford cup No. B-4
(dilute 2 parts of product with I part of water) 18 to 30 sec.
pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature
1.30+0.1, tested for carbon dioxide diffusion resistance
properties for coating materials and coating systems for open
atmosphere surface of substructure as well as superstructure
as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A"
accredited institution.
67 Art painting work over various components of ROB / FOB / Sqm 1380 875.09
Underpass with three coat water coat putty of approved brand
after duly rubbing the surface to make the surface even end
smooth. The work includes one coat of exterier primer coat of
approved brand and three or more coat of exterier plastic
emulsion paint of approved brand over the prepared surface.
Over this art painting work to be done as per direction and
design pattern approved by Engineer-incharge. The work
includes the cost centering, shuttering, scafolding and clearing
the site properly after completion of work. The work also
includes the cost of all material, manpower, stencils etc.
required for art painting.
(A) Outer Face of Crash Barrier
68 Providing and casting RCC in M-40 controlled concrete Cum 410.0 5110.61
Crash Barriers as per detailed drawings including necessary
scaffolding, centering, formwork, mixing in machine,
transporting, placing, compacting, finishing, curing, etc.
complete including providing and fixing of inserts if any with
all leads and lifts as per drawing & specification and as
directed by Engineer, excluding reinforcement.
Item Item Description Unit Qty. Rate in Rs. Amount
69 Providing and fixing RCC M:25 architectural pylons at end of Cum 10 4793.43
approach structures including all materials, labour,
reinforcement laying, ramming, curing etc. complete as per
detailed working drawing.
70 Providing and fixing marble slab including engraving and
painting complete. (i) Size 75cm x 60cm x 4cm.
71 Providing and fixing in position FE 550D (With CRS) TMT M.T. 104 75631.86
bar reinforcement including cutting, bending and tying
complete as per detailed drawings.(A) Crash Barrier, (B)
Architectural pylons
72 Providing and laying Double Walled corrugated Pipes Rmt 2040 62.09
(DWC) of Polyethylene (conforming to IS:14930-II) of 50mm
O.D. / 38mm I.D. with fittings and necessary connecting
accessories of same material at required depth for laying cable
below footpath slab etc. complete as per specification and as
directed by Engineer.
73 Providing, laying and jointing in true line and level 110 Rmt 1224 835.15
diametre U.P.V.C (Type B) conforming to IS 13592-1992
with one end plain and other end socketed with rubber ring, &
fittings conforming to ISI 14735-1999 of approved make for
drainage system pipe line, pipe shall be jointed with each
other with rubber lubricant, pipe shall be fixed on wall using
of PVC clamp of the size 110 mm diametre x 149 mm length
x 145 mm heigh at every 2000 mm center to center or shall be
concealed in walls as directed including necessary fittings
such as bends, shoes etc. including testing of pipes and joints
and jointed with adhesive solvent cement including cost of all
materials.(For Downtake / longitudinal runner pipe)
74 Providing and fixing 100 mm dia. G.I. Drainage spouts, as Nos 210 536.03
per MOST Drg. No. SD/303 including grating with suitable
clean out fixtures including all leads and lifts etc. complete as
per specification, design & drawings and as directed by
75 Strip seal expansion joint (Providing and laying of a strip Rmt 86 6358.7
seal expansion joint catering to maximum horizontal
movement up to 70 mm,complete as per approved drawings
and standerd specifications to be installed by the
manufacturer/supplier or their authorised representative
ensuming compliance to the manufacturer's instructions for
76 Painting Two Coats on New Concrete Surfaces (Painting Sqm 1280 81.81
two coats after filling the surface with synthetic enamel paint
in all shades on new plastered concrete surfaces) - For inner
face of crash barrier
77 Providing and casting in situ controlled cement concrete M- Cum 440 5524.01
40 for average 100 mm thick wearing coat laid as directed
dincluding tamping, vibrating, finishing, curing and fillingin
joints with bitumen complete.
Item Item Description Unit Qty. Rate in Rs. Amount
78 Providing and fixing in position FE 550D TMT (with CRS) M.T. 44 75631.86
bar reinforcement including cutting, bending and tying
complete as per detailed drawings. (A) R.C.C. Wearing coat
. (upto 10 ton)
79 Road marking with hot applied thermoplastic paints with Sqm 230 367.72
reflectorizing glass beads on bitumen surface providing and
laying a hot applied thermoplastic compound 2.5 mm thick
including reflectorizing glass beads @ 250 gms per sqm area,
thickness of 2.5 mm is excluding of surface applied glass
beads as per IRC: 35-2015. The finished surface to be leveled,
uniform and free from streaks and holes. Zebra patta/bump
patta lane/center line/edge line/cut patta. The white color
marking should provide luminance coefficient on cemented
road shall be 130 mcd / m2 / lux and asphalt roads shall be
minimum 100 mcd / m2 / lux during the service life during the
day time. The marking should meet the performance criteria
for night time reflectivity, wet reflectivity and skid resistance
as mentioned in the section - 15 of IRC:35-2015. Warranty for
retro reflectivity shall be two years.
80 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Nos. 260 326.23
Shanks Raised Pavement Markers made of polycarbonate and
ABS moulded body and reflective panels with Micro
prismatic lens (No Glass bead lens) capable of providing total
internal reflection of the light entering the lens face and shall
support a load of 13635 kgs. tested in accordance to ASTM D
4280 Type H and complying to Specifications of Category A
of MORTH Circular No RW/NH/33023/10-97 – DO III Dt
11.06. 1997. The height, width and length shall not exceed
mm, 130 mm and 130 mm and with minimum reflective area
of 13 Sqcm on each side and the slope to the base shall be
+/- 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 the road for the shanks to go inside, without nails and
using epoxy resin based adhesive as per manufacturer’s
recommendation and The color of the marker should be as per
the IRC 35-2015 and as directed by Engineer-in-charge.
81 Providing and fixing the Continuity arrangement in deck Rmt 76 8237.00
slab as per the detailed drawing with fixtures, components,
filler etc. complete as directed by Engineer in charge.
82 Excavation for foundation in sand, gravel, clay soft soils Cum 3758 486.77
and murrum etc. including shoring, strutting dewatering as
necessary and disposing of the excavated stuff as directed.(A)
Depth upto 3.0 M. and lead upto 100m for 10 Cum
Item Item Description Unit Qty. Rate in Rs. Amount
83 Excavation in large boulders and soft rock by welding Cum 2890 682.44
including shoring, strutting and dewatering as necessary and
disposing of the excavated stuff as directed.
84 Providing and filling in foundation with ordinary Cement Cum 455 3596.68
concrete M-15 mix and providing necessary vertical pin
headers including formwork, vibrating, ramming and curing
85 Providing and Casting in situ Controlled Cement Concrete Cum 1049 4763.6
M35 for R.C.C. Raft footing and cutt-off walls including
necessary shuttering laying, vibrating, ramming and curing
86 Providing and placing in position FE 550D (With CRS) TMT M.T. 105 76247.53
bar reinforcement for following items including cutting
bending hooking and tying complete as per detailed
drawing.For RCC Raft & Open foundation.
87 Providing and casting in situ controlled cement concrete M-35 Cum 1074 5335.18
for R.C.C. return as per drawings including centering
shuttering, scaffolding where necessary, laying vibrating,
curing and finishing complete. (1) RCC Retaining wall (A)
Height Upto 5.0 M.
(B) Height 5.0M to 10.0M Cum 123 5647.23
88 Providing and laying in position FE 550D (With CRS) TMT M.T. 120 76247.53
bar reinforcement including cutting, bending, hooking and
tying complete as per detailed drawings for the following. (A)
RCC Retaining wall
89 Providing and applying anti carbonation, anti fading, mold Sqm 3180 115.32
resistant, heat insulating, and 100% acrylic breathable
decorative external waterproof coating of approved shade
having Viscosity @ Room Temperature by Ford cup No. B-4
(dilute 2 parts of product with I part of water) 18 to 30 sec.
pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature
1.30+0.1, tested for carbon dioxide diffusion resistance
properties for coating materials and coating systems for open
atmosphere surface of substructure as well as superstructure
as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A"
accredited institution.
Item Item Description Unit Qty. Rate in Rs. Amount
90 Art painting work over various components of ROB / FOB / Sqm 3180 875.09
Underpass with three coat water coat putty of approved brand
after duly rubbing the surface to make the surface even end
smooth. The work includes one coat of exterier primer coat of
approved brand and three or more coat of exterier plastic
emulsion paint of approved brand over the prepared surface.
Over this art painting work to be done as per direction and
design pattern approved by Engineer-incharge. The work
includes the cost centering, shuttering, scafolding and clearing
the site properly after completion of work. The work also
includes the cost of all material, manpower, stencils etc.
required for art painting.
(A) Outer Face of Crash Barrier
91 Providing and laying - Fitter Media 600mm thick directed at Sqm 1070 1180.34
the back of abutments as per detailed specifications.
92 Providing and filling sand behind abutments and between Cum 10130 490.47
returns in layers as directed by Engineer In-charge.
93 Providing & laying weep hole in Aburtments, and returns by Each 1070 53.45
using A.C. pipe of 100 mm including laying in proper grade
and jointing the completed as per detailed specification.
94 Providing and casting in-situ controlled cement concrete M Cum 27 5223.58
30 for approach slab including formwork curing and
finishing complete
95 Providing and casting in-situ controlled cement concrete M Cum 402 4419.99
20 For Raft and cutoff walls including necessary formwork,
vibrating curing, and finishing complete (Toe Wall)
96 Providing and casting RCC in M-40 controlled concrete Cum 271 5110.61
crash barrier as per detailed drawings including necessary
scaffolding, centering, formwork, mixing in machine,
transporting, placing, compacting, finishing, curing, etc.
complete including providing and fixing of inserts if any with
all leads and lifts as per drawing & specification and as
directed by Engineer, excluding reinforcement.
97 Providing and fixing in position FE 550D (With CRS) TMT M.T. 91.00 75631.86
bar reinforcement including cutting, bending and tying
complete as per detailed drawings. (A) R.C.C. Approach slab,
(B) Toe Wall, (C) Crash Barrier
98 Painting Two Coats on New Concrete Surfaces (Painting two Sqm 850.00 81.81
coats after filling the surface with synthetic enamel paint in
all shades on new plastered concrete surfaces) - For inner face
of crash barrier
Item Item Description Unit Qty. Rate in Rs. Amount
99 Providing and laying Double Walled corrugated Pipes (DWC) Rmt 1360.00 62.71
of Polyethylene (conforming to IS:14930-II) of 50mm O.D. /
38mm I.D. with fittings and necessary connecting accessories
of same material at required depth for laying cable below
footpath slab etc. complete as per specification and as
directed by Engineer.
100 Box cutting the road surface to proper slope and camber for Cum 8860 104.2
making a base for road work including removing the
excavated stuff and depositing on the road side slope as
directed upto 50m lead.
101 Earthwork for embankment including breaking clods, Cum 2800 152.51
dressing with all lead and lift and including watering rolling
and consolidation of subgrade in layers at O.M.C. to required
dry density including filling the depression which occur
during the process using vibratory roller 8t to 10t. (A) From
borrow pits within land width.
102 Construction of granular sub-base (Grade - V) by providing Cum 2610 1493.79
coarse graded material, spreading 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
103 Construction of dry lean cement concrete Sub- base over a Cum 1960 2442.18
prepared sub-grade with coarse and fine aggregate
conforming to IS: 383, the size of coarse aggregate not
exceeding 25 mm, aggregate cement ratio not to exceed 15:1,
aggregate gradation after blending to be as per table 600-1,
cement content not to be less than 150 kg/ cum, optimum
moisture content to be maintain during construction, concrete
strength not to be less than 10 Mpa at 7 days, mixed in a
batching plant, transported to site, laid with a paver
compacting with 8-10 tonnes vibratory roller, finishing and
curing as per MoRTH clause
104 Construction of un-reinforced, dowel jointed, plain cement Cum 3910 6546.82
concrete pavement over a prepared sub base with in M -40
grade of concrete with 53 grade cement , coarse and fine
aggregate conforming to IS 383, maximum size of coarse
aggregate not exceeding 25 mm, mixed in a batching and
mixing plant as per approved mix design, transported to site
and mechanically laid with a fixed form paver, spread,
compacted and finished in a continuous operation including
provision of contraction, expansion, construction and
longitudinal joints, joint filler, separation membrane, sealant
primer, joint sealant, debonding strip, dowel bar, tie rod,
admixtures as approved, curing compound, finishing to lines
and grades as per drawing as per MoRTH clause
Item Item Description Unit Qty. Rate in Rs. Amount
105 Providing and fixing pre-cast Rubber Dye / steel Dye inter Sqm 4850 683.88
locking concrete block 60mm thick with grade of concrete
M300 pnumatic compressed / vibrated mechanically and as
per approved design Confirming to IS 15658 : 2006 including
35 mm Sand layer for levelling and filling the joint with sand
in proper line and level as per guidlines of IRC : SP 63-2018
106 Road marking with hot applied thermoplastic paints with Sqm 670 367.72
reflectorising glass beads on bitumin surface providing and
laying a hot applied thermoplastic compound 2.5 mm thick
including reflectorising glass beads @ 250 gms per sqm area,
thickness of 2.5 mm is excluding of surface applied glass beads
as per IRC: 35-2015. The finished surface to be leveled, uniform
and free from streaks and holes. Zebra patta/bump patta
lane/centre line/edge line/cut patta. The white colour marking
should provide liminance coefficient on cemented road shall be
130 mcd / m2 / lux and ashphalt roads shall be minimum 100
mcd / m2 / lux during the service life during the day time. The
marking should meet the performance criteria for night time
reflectivity, wet reflectivity and skid resistance as mentioned in
the section - 15 of IRC:35-2015.
107 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Nos 735 326.23
Raised Pavement Markers made of polycarbonate and ABS
moulded body and reflective panels with Micro prismatic lens
(No Glass bead lens) capable of providing total internal reflection
of the light entering the lens face and shall support a load of
13635 kgs. tested in accordance to ASTM D 4280 Type H and
complying to Specifications of Category A of MORTH Circular
No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height,
width and length shall not exceed 20 mm, 130 mm and 130 mm
and with minimum reflective area of 13 Sqcm on each side and
the 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 the road for the shanks to go inside, without
nails and using epoxy resin based adhesive as per manufacturer’s
recommendation and The color of the marker should be as per
the IRC 35-2015 and as directed by Engineer-in-charge.
108 Retro-Reflective road signs.
Item Item Description Unit Qty. Rate in Rs. Amount
a.) Facility Informatory Sign :-Providing and fixing sign boards Nos 4 5906.48
made out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite Panel); size 80 x 60 cms rectangular as per design of
IRC-67-2012. Pre treated with phospheting process & acid
etching; coated with one coat of epoxy primer and two coats of
best quality epoxy paint ;reflectorised with Micro Prismatic
Grade retro refiectivesheeting of Type-11 as per ASTM D-4956
and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x
75 x 6mm / 65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x 35 x 3mm;
painted with bestquality epoxy coatings in black and white bends.
The details of symbol foreach board shall be as per theinstruction
of engineer in charge. The fixing at site shall be in 1:2:4 CC
blockof size 45 x 45 x 60 Cms. for each leg.including excavation,
curing etc.complete under the supervision of engineer in charge.
A warranty for 10 years for the Retro reflective sheeting from
original manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the product
offered shall be submitted by contractor. (A) Class-C Type-11
Retro Reflective sheeting
b.) Regulatory / Mandatory Sign :-Providing and fixing sign Nos 2 4618.73
boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 60 cms Dia Circle as per
design of IRC-67-2012. Pre treated with phospheting process &
acid etching; coated with one coat of epoxy primer and two coats
of best quality epoxy paint ;reflectorised with Micro Prismatic
Grade retro refiectivesheeting of Type-11 as per ASTM D-4956
and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x
75 x 6mm / 65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x 35 x 3mm;
painted with bestquality epoxy coatings in black and white bends.
The details of symbol foreach board shall be as per theinstruction
of engineer in charge. The fixing at site shall be in 1:2:4 CC
blockof size 45 x 45 x 60 Cms. for each leg.including excavation,
curing etc.complete under the supervision of engineer in charge.
A warranty for 10 years for the Retro reflective sheeting from
original manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the product
offered shall be submitted by contractor. (A) Class-C Type-11
Retro Reflective sheeting
Item Item Description Unit Qty. Rate in Rs. Amount
c.) Hazard Marker Sign :-Providing and fixing sign boards made Nos 2 3666.3
out of 1.5mm aluminium sheet / 3mm ACP (Aluminum
composite Panel); size 90x30 cms. rectangular as per design of
IRC-67-2012. Pre treated with phospheting process & acid
etching; coated with one coat of epoxy primer and two coats of
best quality epoxy paint ;reflectorised with Micro Prismatic
Grade retro refiectivesheeting of Type-11 as per ASTM D-4956
and latest M.O.S.T.Specifications; 1.8mtr long stand post of
x 75 x 6mm / 65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x 35 x 3mm;
painted with bestquality epoxy coatings in black and white bends.
The details of symbol foreach board shall be as per theinstruction
of engineer in charge. The fixing at site shall be in 1:2:4 CC
blockof size 45 x 45 x 60 Cms. for each leg.including excavation,
curing etc.complete under the supervision of engineer in charge.
A warranty for 10 years for the Retro reflective sheeting from
original manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the product
offered shall be submitted by contractor. (A) Class-C Type-11
Retro Reflective sheeting
d.) Direction (Junction) Sign :-Providing and fixing sign boards Nos 2 26572.09
made out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite Panel); size 244x122 cms. rectangular as per design of
IRC-67-2012. Pre treated with phospheting process & acid
etching; coated with one coat of epoxy primer and two coats of
best quality epoxy paint ;reflectorised with Micro Prismatic
Grade retro refiectivesheeting of Type-11 as per ASTM D-4956
and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand
post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and
frame fabricated from suitable size iron angle of 50 x 50 x 5mm;
painted with bestquality epoxy coatings in black and white bends.
The details of symbol foreach board shall be as per theinstruction
of engineer in charge. The fixing at site shall be in 1:2:4 CC
blockof size 45 x 45 x 60 Cms. for each leg.including excavation,
curing etc.complete under the supervision of engineer in charge.
A warranty for 10 years for the Retro reflective sheeting from
original manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the product
offered shall be submitted by contractor. (A) Class-C Type-11
Retro Reflective sheeting
Item Item Description Unit Qty. Rate in Rs. Amount
e.) Men at work (2' x 2') sign :-Providing and fixing sign boards Nos. 4 4962.13
made out of 2.0 mm aluminium sheet / 4 mm ACP(Aluminum
composite Panel); size 60cm x 60cm square as per design of IRC-
67-2012. Pre treated with phospheting process & acid etching;
coated with one coat of epoxy primer and two coats of best
quality epoxy paint ;reflectorised with Micro Prismatic Grade
retro refiectivesheeting of Type-11 as per ASTM D-4956 and
latest M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x
x 6mm / 65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 50 x 50 x 5mm;
painted with bestquality epoxy coatings in black and white bends.
the details of symbol or inscription / numerals for each board
shall be as per the instruction of engineer in charge.The fixing at
site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each
leg.including excavation, curing etc.complete under the
supervision of engineer in charge. A warranty for 10 years for the
Retro reflective sheeting from original manufacturer & a certified
copy of 3 year outdoor exposure test report from third party test
lab for the product offered shall be submitted by contractor. (A)
Class-C Type-11 Retro Reflective sheeting
f.) Danger Plate :-Providing & fixing sign board made out of 2.0 Nos. 4 531.26
mm aluminium sheet / 4 mm ACP (aluminum Composite
Panel), size 30cms diameter circle, pretreated with
phospheting process and acid etching, painted with one coat
of epoxy primer and two coats of best quality epoxy paint
reflectorised with retro reflective sheeting as per latest
M.O.S.T. specifications. A warranty for 10 years for the Retro
reflective sheeting from original manufacturer & a certified
copy of 3 year outdoor exposure test report from third party
test lab for the product offered shall be submitted by
contractor. (A) Class-C Type-11 Retro Reflective sheeting
Item Item Description Unit Qty. Rate in Rs. Amount
g.) Cautionary Warning Sign :-Providing and fixing sign boards Nos. 2 5077.27
made out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite Panel); size 90 x 90 x 90 cms. equilateral triangle as
per design of IRC-67-2012. Pre treated with phospheting process
& acid etching; coated with one coat of epoxy primer and two
coats of best quality epoxy paint ;reflectorised with Micro
Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM
D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post
of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and
frame fabricated from suitable size iron angle of 35 x 35 x 3mm;
painted with bestquality epoxy coatings in black and white bends.
The details of symbol foreach board shall be as per theinstruction
of engineer in charge. The fixing at site shall be in 1:2:4 CC
blockof size 45 x 45 x 60 Cms. for each leg.including excavation,
curing etc.complete under the supervision of engineer in charge.
A warranty for 10 years for the Retro reflective sheeting from
original manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the product
offered shall be submitted by contractor. (A) Class-C Type-11
Retro Reflective sheeting
h.) Distance Informatory / Destination Sign :-Providing and fixing Nos. 2 20918.11
sign boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 180x120 cms. rectangular as
per design of IRC-67-2012. Pre treated with phospheting process
& acid etching; coated with one coat of epoxy primer and two
coats of best quality epoxy paint ;reflectorised with Micro
Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM
D-4956 and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.)
stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as
required and frame fabricated from suitable size iron angle of
x 50 x 5mm; painted with bestquality epoxy coatings in black and
white bends. The details of symbol foreach board shall be as per
theinstruction of engineer in charge. The fixing at site shall be in
1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including
excavation, curing etc.complete under the supervision of
engineer in charge. A warranty for 10 years for the Retro
reflective sheeting from original manufacturer & a certified copy
of 3 year outdoor exposure test report from third party test lab for
the product offered shall be submitted by contractor. (A) Class-C
Type-11 Retro Reflective sheeting
Item Item Description Unit Qty. Rate in Rs. Amount
i.) Village Name Sign :-Providing and fixing sign boards made out Nos. 2 6313.51
of 2mm aluminium sheet / 4mm ACP (Aluminum composite
Panel); size 90x60 cms. rectangular as per design of IRC-67-
2012. Pre treated with phospheting process & acid etching;
coated with one coat of epoxy primer and two coats of best
quality epoxy paint ;reflectorised with Micro Prismatic Grade
retro refiectivesheeting of Type-11 as per ASTM D-4956 and
latest M.O.S.T.Specifications; 3.3mtr long stand post of 75 x
x 6mm / 65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x 35 x 3mm;
painted with bestquality epoxy coatings in black and white bends.
The details of symbol or inscription/letters / numerals for each
board shall be as per the instruction of engineer in charge. The
fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.
for each leg.including excavation, curing etc.complete under the
supervision of engineer in charge. A warranty for 10 years for the
Retro reflective sheeting from original manufacturer & a certified
copy of 3 year outdoor exposure test report from third party test
lab for the product offered shall be submitted by contractor. (A)
Class-C Type-11 Retro Reflective sheeting
109 Excavation for foundation in sand, gravel, clay soft soils Cum 3370 486.77
and murrum etc. including shoring, strutting dewatering as
necessary and disposing of the excavated stuff as directed.(A)
Depth upto 3.0 M. and lead upto 100m for 10 Cum
110 Providing and filling in foundation with ordinary Cement Cum 490 3596.68
concrete M-15 mix and providing necessary vertical pin
headers including formwork, vibrating, ramming and curing
111 Dismentaling the existing structure including removing and
stacking the dismentalled materials as and where directed -
RCC work & PCC Work
RCC Cum 300 886.05
PCC Cum 30 13.13
112 Providing and Casting in situ Controlled Cement Concrete Cum 1240 4525.72
M25 for Box Drain and Head walls including necessary
shuttering laying, vibrating, ramming and curing complete.
113 Providing and placing in position FE 550D (With CRS) MT 121 75631.86
TMT bar reinforcement for following items including
cutting bending hooking and tying complete as per detailed
drawing.For RCC Raft & Open foundation.
114 Earthwork for embankment including breaking clods, Cum 2460 152.51
dressing with all lead and lift and including watering rolling
and consolidation of subgrade in layers at O.M.C. to required
dry density including filling the depression which occur
during the process using vibratory roller 8t to 10t. (A) From
borrow pits within land width.
Item Item Description Unit Qty. Rate in Rs. Amount
115 Supplying and fixing reinforced concrete heavy duty non- Rmt 260 3879.11
pressure pipes with collars for culverts including setting and
joining the pipes in C.M. 1:2 watering and laying (To level of
slops of I.S. 458 / 1971 Class NP4 casted by vertically
vibrated technology of following internal diameter. 900mm
116 Providing and laying rubble for appron (Each stone Cum 60 1041.05
weighting not less than 40 kg.) including and packing and
filling in the interestices with quarry spalls. (More than
117 Planting of Trees and their Maintenance (Planting of trees km 3.00 368944.72
by the central verge / Road side and maintaining the plants)
Electrical Lighting Portion
118 Section Feeder Panels no 2 59382.33
Providing and erecting Three Phase IoT GSM/GPRS Central Control & Monitoring
System (CCMS) Panel for Streetlights Smart Feeder Panel with 3 Phase GSM/GPRS
CCMS Streetlight Controller with LCD Display (1 Nos.). Streetlight Controller with
Individual each Phase Control (Energy Saving feature) and Spare relay facility.
Streetlight Controller having 10 years of reserved battery for RTC. With
programmable schedule, month-wise offset settable facility, Astronomic
sunrise/sunset time programming in-built for year long schedule. Operating Voltage
@ 440 V AC with Over Voltage & Short Circuit protection. 2 hour Battery Back-up
for Streetlight Controller. Panel to have 1 Nos. of 3 Phase – Class 1 Energy Meter for
Energy & Fault monitoring on CCMS Web Dashboard. Panel consisting of 3 Nos. of
3 Pole Contactors (3 x 18 A), 7 Nos. of 1 Pole Miniature Circuit Breakers (32 Amp.)
for Bypass, Input / Output supply functionalities, 1 Nos. of 4 Pole Earth leakage
circuit breaker for safety protection. Standard lock & key facility for Panel security.
Door Switch for unauthorized access & tamper detection. Accelerometer for panel
movement detection & tamper alerts. Suitable amount of Wires, Connectors,
Terminal Blocks included in Panel. 16/18 gauge M S with industrial exterior powder
coated PP with seven tank process RAL 7035 All weather-proof Enclosure Panel
having IP65 rating. Waterproof Glands & Grounding Stand included. Dedicated IoT
communication GSM/GPRS SIM Card (with minimum 5 years of recharge) for
Wireless Communication with CCMS Web Dashboard. 5 Years Data Hosting &
Server Charges to be included with CCMS Web Dashboard. Load status, Live
analytics, Energy Meter monitoring (Parameters such as kW, kWH, PF, I, V),
comparative analytics, reports generation facility. Fault detection on web dashboard.
GIS Mapping of CCMS Panel on Web Dashboard. Secured MQTT Communication
for Cloud. Includes Android & iOS Mobile Application. Local communication
facility via Mobile Application in case of GPRS connectivity failure.Panel Should
Have lockable Space to incorporate the 1 nos of the 3 phase energy meter with
its main switches with separate cable entry with separate compartment &
119 SITC of Water Tight Junction Box of Hensel make Cat. No. no 8 3402
KG9003IN ( For Poles ) or equivalent. With necessary clamp
for mounting of the J.B. ( All the cable / wire connections to
the JB shall be with the Water tight Glands only )
Item Item Description Unit Qty. Rate in Rs. Amount
120 SITC of Water Tight Junction Box of Hensel make Cat. No. no 2 11680
MI0301 with 10 sq. mm x 5 pole terminal of Hensel Cat. No.
KLS10 with 3 nos of 6 sq. mm. x 5 pole terminal of Hensel
make KKL06 with 1 no of Mounting plate of Hensel cat. no.
MIMP3 with 4 nos of IP66 Hensel Glands with Din Rail for
FP ELMCB With necessary clamp for mounting of the J.B. (
All the cable / wire connections to the JB shall be with the
Water tight Glands only )
SITC of the MCB's ( 10 KA ) Timers , & Contactors With the
Dinrail Channel
121 providing and erecting Miniature circuit breaker single pole no 200 268.13
0.5A to 2A system and having breaking capacity 10 KA to be
erected in existing box. confirming to IS 8828/1996 with ISI
122 Miniature circuit breaker single pole suitable to operate on no 2 111.13
240 V A.C. system and having breaking capacity 10 KA to be
erected in existing box. confirming to IS 8828/1996 with ISI
6 to 25 A SP MCB
123 Providing & erecting 240 V MCB double pole switch for no 2 297.13
motor & inductive load (C Curve) having 10 KA breaking
capacity & confirms to IS : 8828 in existing box having
following capacity
6 to 32 A DP MCB
124 Approved make ELCBs / RCCBs conforming to IS: 12640 no 2 1950.43
and having sensitivity of 30 mA and Short Circuit withstand
capacity of 6 KA and suitable for operation on single phase
240 V. having characteristic of quick action & tripping with
all advance feature & do not incorporate any electronic
component. for following Max. rating erected as directed
25 to 32A / 30mA/100 mA DP ELMCB
125 40 A / 100 mA DP ELMCB no 2 2213.43
126 Providing & erecting 415 V MCB three Pole for Motor & no 2 582.26
Inductive Load (C Curve) having 10KA breaking capacity &
confirms to IS :8828 in existing box having following
(a) 6 to 32 Amp. Cat.III
127 Providing & erecting 415 V MCB three Pole for Motor & no 2 641.26
Inductive Load (C Curve) having 10KA breaking capacity &
confirms to IS :8828 in existing box having following
(b) 40 Amp. Cat.III
Item Item Description Unit Qty. Rate in Rs. Amount
128 Providing & erecting 415 V MCB Four Pole for Motor & no 2 590.26
Inductive Load (C Curve) having 10KA breaking capacity &
confirms to IS :8828 in existing box having following
6 to 32A FP MCB
129 Supplying & erecting power contactor for time switch no 2 1865.26
complete erected as per direction Cat III
[B] 2 pole 250V 32 Amp.
130 Supplying & erecting power contactor for time switch no 2 2755.26
complete erected as per direction Cat III
[D] 4 pole 440V 40 Amp.
131 Supplying & erecting approved make Digital time switch no 2 3137.43
having lithium cell 6 years operative and operate battery
backup 1 channel day clock with 14 memory programme,
suitable to operate on 240V + 5%, 16A with, floating contacts
Minimum switching setup time 1 minimum & LCD display.
Also comprised permanent ON/OFF switching. Programming
switches & housed in fire proof thermoplastic enclosure &
transparent cover erected as required with necessary
connection erected as directed.
132 Cable Trenches, Manholes & Pipes mt 500 297.95
(B) If additional machinery like hammer driller or JCB use
133 Making trench in soft soil of suitable width of 90 cms deep mt 500 46.46
from the final ground level or road level for laying cable or
locating the fault all over the run and backfilling the same &
clearing the site by removing debris & Shifting of the debris
& making site good As per the Instruction of the Engineer
134 Making trench in Hard murum / Tar Road of suitable width of mt 500 62.62
90 cms deep from the final ground level / road level for laying
cableor locating the fault all over the run and backfilling the
same and making the surface proper. by removing debris &
Shifting of the debris & making site good As per the
Instruction of the Engineer Incharge.
135 Covering of cable with second class bricks laid cover the mt 500 133.31
cable crosswise & also on both sides with covering of 7.
Cms. layer of sand above & below cable (cable shall be laid
in 0.9mtr.deep & 0.4 Mtr.wide trench). Where there are more
than one cable in the trench on either side of the cable, 5 Cms.
over lapping of bricks shall be provided.
136 Driling the road without breaking the road surface (Asphalt) mt 500 411.07
for laying of cable for feeding power supply by making
Suitable size of holes at both ends complete.
(A) Up to 100 mm bore dia
137 Driling the road without breaking the road surface (Asphalt) mt 500 514.09
for laying of cable for feeding power supply by making
Suitable size of holes at both ends complete.
(B) Up to 150 mm bore dia
Item Item Description Unit Qty. Rate in Rs. Amount
138 Construction of brick masonery pulling chamber 1250 mm x no 28 17709
1250 mm inside clear size and depth upto 1.2 meter with
mm thick masonery in cerment mortar proporation 1:5,cement
finish cement plaster in CM proportion of 15 mm thickness
from inside with 150 mm thick PCC at bottom with top slab
minmum 200 mm thickness in M20 grade with reinforcement.
The rate shall be inclusive of providing and fixing frame and
cover of FRC for the Heavy Duty. Rate also inclusive of
excavation and back filling & clearing the site by removing
debris & Shifting of the debris & making site good As per the
Instruction of the Engineer Incharge complete in all respect.
139 Providing & laying. Double walled corrugated pipes (DWC) mt 3000 62.09
of polyethylene(conforming to IS 14930 II ) Anti Rodent type
with necessary connecting accessories of same material at
required depth for laying of cable. below ground / road
surface for enclosing cable with Excavation and backfilling
the same to make ground as per original.
142 Providing & laying approved make ISI marked HDPE 6Kg / mt 200 487.09
cm2 (Class-3) as per IS:4984:1995 PE-80 to be erected at
road crossing on or floor as directed for laying of cable. The
pipes as following size of dia & weight per 6 mtr.
(E) 90 mm inner Dia
143 (F) 110 mm inner Dia. mt 200 725.09
144 Providing and erecting 1.5 mm thick FIA approved and ISI mt 200 32.06
mark (embossed) RIGID PVC PIPES of following size
complete erected with necessary PVC fittings & Junction
boxes fixed with adhesive solution & Clamps with following
type of erection.
For erecting concealed / Open in wall/slab along with
continuous fish wire to draw mains, laid in approved manner
with plastering by cement mortar & finishing the surface to
match the wall/ceiling.
Item Item Description Unit Qty. Rate in Rs. Amount
147 Cables mt 200 215.17
Supply and Laying XLPE(IS:7098) )(I)-88 ISI marked
armored cable of Cu. / Aluminum conductor of 1.1 KV.grade
of following sizes in ground or in pre-laid DWC pipe /
Trenches with necessary cable identification mark to be
provided at distance of 15 mt. & with 2 nos. of 16 SWG G.I.
wire continuous in length per cable.
35 sq.mm x 3.5 c Al. cable
148 25 sq.mm x 4 c Al. cable mt 200 187.12
149 16 sq.mm x 4 c Al. cable mt 2200 150.12
150 10 sq.mm x 4 c Al. cable mt 1500 137.12
151 6 sq.mm x 4 c Al. cable mt 500 123.12
152 Supplying and laying Flexible PVC insulated multistrand mt 1750 44.02
multicore 1.1 kv grade ISI marked copper wires of following
1.50 Sq.mm 3 core round PVC sheathed
153 2.50 Sq.mm 3 core round PVC sheathed mt 750 73.02
154 4.00 Sq.mm 3 core round PVC sheathed mt 200 120.03
155 Cable Termination no 4 150.23
Supplying & fixing Double Compression type Brass glands &
making joint with necessary crimping socket of long nack
type connecting the same to various equipment etc. for the
following sizes:
35 sq.mm x 3.5 c Al. cable
156 25 sq.mm x 4 c Al. cable no 2 126.23
157 16 sq.mm x 4 c Al. cable no 90 107.23
158 10 sq.mm x 4 c Al. cable no 24 90.19
159 6 sq.mm x 4 c Al. cable no 10 62.15
160 4 Sq.mm x 3c Cu. XLPE ARM Cable no 10 51.14
161 Street light Poles no 42 22647
Drawings to be approved by Architect / Consultant/
Supply & Installation of GI Pole made out of B CLASS ERW
G.I. PIPE for road having Height - 8 metre having thickness
of 4.5 mm, 165 mm outer uniform dia., with base plate of
x 450 x 16 mm with stiffener plate with Seprate integral type
junction box ( For Street light ) , with j bolt, necessary
hardware as per detail, with necessary Reducer / Coupler / for
fixing of light fixtures & Hinged access door with welded
chain between pole and hinged door with Allen key require to
access the integral junction box, Fabrication work complete in
all respect as per given detail with one coat of zinc oxide
complete in all respect as per Drawing. Rate shall be
including two coats of PU paint of shade as per drawing or as
directed by Architect ( effective length should be 8000mm
above GF) (Sample to be approved )
Item Item Description Unit Qty. Rate in Rs. Amount
162 Supply & Installation of GI Pole made out of B CLASS ERW no 5 26112
G.I. PIPE for road having Height - 9 metre having thickness
of 4.5 mm, 165 mm outer uniform dia., with base plate of
x 450 x 16 mm with stiffener plate with Seprate integral type
junction box ( For Street light ) , with j bolt, necessary
hardware as per detail, with necessary Reducer / Coupler / for
fixing of light fixtures & Hinged access door with welded
chain between pole and hinged door with Allen key require to
access the integral junction box, Fabrication work complete in
all respect as per given detail with one coat of zinc oxide
complete in all respect as per Drawing. Rate shall be
including two coats of PU paint of shade as per drawing or as
directed by Architect ( effective length should be 9000mm
above GF) (Sample to be approved )
163 Providing cement concrete.for foundation or for concrete no. 113 2260.13
filling in 1:2:4 ratio with 20 to 25 mm stone metal duly
plastered with necessary curing for pole muffing or any other
164 TMT Bar for Pole Foundation Kg. 2260 77.29
165 SITC of Single 1 Mtr G.I.bracket with 2 coat P.U. Paint with no 170 1815
primer (Related To Pole Design).
Note : Sample must be Approved from Client / Architect /
Consultant before supply.
166 SITC of Double 1 Mtr G.I.bracket with 2 coat P.U. Paint with no 5 2145
primer (Related To Pole Design).
Note : Sample must be Approved from Client / Architect /
Consultant before supply.
167 SITC of Three 1 Mtr G.I.bracket with 2 coat P.U. Paint with no 2 2778
primer (Related To Pole Design).
Note : Sample must be Approved from Client / Architect /
Consultant before supply.
Item Item Description Unit Qty. Rate in Rs. Amount
168 Light Fixtures No 84 6502.7
Luminaries with all electrical accessories & it should be
energy efficient, low loss, ortho cyclically wound open
construction copper ballast, ignitor & power factor
improvement capacitor etc are prewired upto the terminal
block & mounted on a removable control gear module for
ease of maintenance. All electrical connections of the control
gear module with the rest of the luminaire should be click fix
& foolproof & require use of no tools. Mounting options
should be for both lateral as well as pole top mounting
Supplying and erecting LED street light / Flood light fittings
with High power White LEDs wattage of 3 Watt and above
assembled on single MCPCB, efficiency more than 130 lm/w
and corrosion free High pressure die cast aluminum housing
with smooth finish powder coated and heat sink extruded
aluminium with diffuser and Polycarbonate optics/ lenses,
with toughened glass with company mark/name engraved or
embossed 160 to 270 V,Power Factor more than 0.95, THD <
10 %, CCT 4000 K,Uniformity ratio >0.45, Luminaire
efficacy> 100 lumens/watt . LED driver efficiency > 85 %.(
fittings required LM-79 & LM-80 certificates)(NOTE: Below
description have shown ranges of Wattage capacity of LED
fittings.The Engineer incharge may select any wattage
capacity between the ranges shown.)
(A) Street Light (IP-65), Surge protection -4KV integral and
,Light must have 440VAC line supply with over-voltage
169 (iv) above160
(vi)above 90 toto120
watts No 84 9019.7
170 Supplying and erecting LED street light / Flood light fittings No 20 6029.7
with High power White LEDs wattage of 3 Watt and above
assembled on single MCPCB, efficiency more than 130 lm/w
and corrosion free High pressure die cast aluminum housing
with smooth finish powder coated and heat sink extruded
aluminium with diffuser and Polycarbonate optics/ lenses,
with toughened glass with company mark/name engraved or
embossed 160 to 270 V,Power Factor more than 0.95, THD <
10 %, CCT 4000 K,Uniformity ratio >0.45, Luminaire
efficacy> 100 lumens/watt . LED driver efficiency > 85 %.(
fittings required LM-79 & LM-80 certificates)(NOTE: Below
description have shown ranges of Wattage capacity of LED
fittings.The Engineer incharge may select any wattage
capacity between the ranges shown.)
(B) Flood Light (IP-65), Surge protection -4KV integral and
,Light must have 440VAC line supply with over-voltage
(iii) Above 60 to 90 watts
171 (iv) above 90 to 120 watts No 5 7196.7
172 (vii) above 200 to 250 watts No 5 10712.7
Item Item Description Unit Qty. Rate in Rs. Amount
173 Earthing no 2 2549.78
Plate Type Earthing
Supplying & erecting funnel type earthing having earth plate
of following size burred in specifically prepared earth pit
mtr. below ground with 40 kg. charcoal and salt with alternate
layers of charcoal & salt, 20mm.dia. G.I. pipe with Funnel
with a wire mesh for watering & bricks masonry block, C.I.
Cover complete as per para 7.3 of IS 3043 with necessary
length of double Galvanised Iron / copper earth wire No
SWG bolted with lug to the plate and covered in 12 mm dia.
G.I. pipe 2.5 mtr long complete connected to the nearest
switch gear with end socket as per direction & duly tested by
earth tester confirming to IS (As per drawing) with following
(B) With 45 x 45 x 0.35 cms. C.I. earth plate
174 Chemical Type Earthing no 20 5706.82
Supplying & erecting in earthpit of minimum bore dia.
225mm size , approved make Safe Earthing Electrode
consisting Pipe-in-Pipe Technology as per IS 3043-1987 made
of Copper Pipes having Outer pipe dia of 50mm having
Inner pipe dia of 40 mm , connection terminal dia of 14 mm
with constant ohmic value surrounded by highly conductive
compound with high charge dissipation suitable for following
type of applications.
(b)For Electrical installation up to 11 KV in normal soil.
Length of Pipe : 2.00 mtrs
Back filling Compound :1 no. Bag of 25 Kg.
175 Pipe type earthing with 40 mm dia 2.5 mtr long 'B' grade G.I. Ea. 8 816.28
pipe with necessary coupling buch buried in specially
prepared earth pit & G.I. earth wire of 8 SWG erected &
connected as directed (For panel)
176 Earth wire/strips : Kg. 100 77.17
Supply and laying required size Cu/GI. earthing strips for
interconnecting the earthing stations, panels, section piller
etc. in built up trenches, on walls/ceiling, buried in ground
generally as specified and shown on drawings complete with :
a) Fixing accessories.
b) Corrosion protection of buried conductors with bituminous
coating and covered with PVC tapes.
25 x 3 mm GI. strip
177 No.8 gauge bare cu. earth wire Kg. 50 787.34
178 No.8 gauge bare GI. earth wire Kg. 700 77.17
179 Miscellanious No 2 5000
Liason / Follow UP with Supply Co.
Filling the necessary application to supply co. following up
and getting the supply filling the necessary test report to the
supply co. inclusive. All official fees including security
deposits will be paid by the client and out of pocket expenses
shall be of contractor.
More than 10 KW
Item Item Description Unit Qty. Rate in Rs. Amount
180 Removing & Relaying Lot 1 100000
Dismantling and removing of existing Section feeder pillar
and deposite to the store as per GMC / Client Engineer
181 Removing of existing pole, Pole Foundation, Light Fixtures, Lot 1 100000
High Mast, Cables & Shifting to the Clients store carefully.
Written concent to be taken from the clients engineer for
material submitted at store. Any ambiguity in this matter will
be at contractors scope. Scope also includes the temporary
illumination work ehere ever contractor removes the pole,
where ever dark patch is there & Where the old power
source is available, proper nos. of temporary Street light /
flood light for illumination of entire road length shall be
provided and lux level should be maintain Average 25-
35lux, arranged & maintained by the agency till the new
poles are commissioned and put in working order.
182 Providing , erecting , fabricating the M.S. structure as per Kg 1000 65
requirment on site incorporatingproper size of M.S. angles,
flats, bars, channels, pipes, sections, Sheets & for the pole
swaging with the suitable dia pipe complete with cutting,
welding, grinding & finishing duly painted with two coat of
redoxide with erection on site as per direction of engineer in
charge with necessary gouting, cementing, plastering &
finishing complete as per the instruction of the engineer
PROVIDING AND LAYING WATER SUPPLY LINE AT DHRANGADHRA L.C. 48A OF GUDC AREA
183 Excavation for pipe line trenches distribution network, valve
chambers for all required gradient and line including safety
provisions using site rails and stacking excavated stuff
including up to all required lead cleaning the site etc.
complete for all lifts and strata as specified.
In all sort of soils and soft murrum m3 1080 102.35
184 Providing and supplying DI K-9 grade pipe with EPDM
gasket for following nominal bore diameter with internal
cement mortar lining including all taxes, insurance,
transportation, freight charges, octroi, inspection charges,
loading, unloading, conveyance to site, stacking etc.
complete. (IS 8329-2000).
200 mm dia. DI pipe (K-9) Rmt 450 2239.00
250 mm dia. DI pipe (K-9) Rmt 405 2998.00
185 Lowering, laying and jointing DI Pipes of various classes with
specials of following diameters in propoer position grade and
alignment as directed by Engineer in charge.
200 mm dia. DI pipe (K-9) Rmt 450 113.85
250 mm dia. DI pipe (K-9) Rmt 405 146.05
Item Item Description Unit Qty. Rate in Rs. Amount
186 D.I. Specials - Manufacture, Supply,Delivery of Ductile Iron
flanged Socket Spigot Bends, tees,reducers or any other
specials as per BS-EN-545/1995 Class-A series K12 suitable
for use with D.I Pipes manufactured as per IS:8329/1994
delivery of specials to site of works any where in Gujarat
including fixing, all taxes, loading, unloading, carting,
stacking,insurance, inspection charges, octroi etc. complete.
For 100 to 300 mm dia Kg 1041 148.00
187 Providing and laying cement concrete M20 for thrust block 3 80 4280.89
and encasing including formwork but excluding the cost of
reinforcement with curing etc. complete, as directed.
188 Labour charges for making hole below road 'surface at Rmt. 200 641.35
required of required size with hand tools 'including refiling
after completion of laying and 'testing of pipe line below
mm dia. of pipe.
189 Providing TMT Bar Fe-500/500D reinforcement bars for R. MT 3 76214.60
C. C. work including bending, binding and placing in position
complete upto floor two level.
190 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 m3 1 3631.49
coarse Sand :4 Graded stone aggregate 20 mm nominal size)
and curing etc. complete excluding cost of form work.
191 Providing,supplying, fixing, Lowering, laying & jointing ISI
mark Ductile Iron D/F manually gear operated SLUICE
VALVE including taxes, insurance, transportation, fright
charges, Octroi Inspection, charges, loading , unloading,
conveyance to site stacking, etc. complete valve with ISI mark
PN 1.0 with hand wheel /cap operated (PD Type Short
192 Providing and supplying CI/DI Tamper proof /Bi Stream Air
valves with SS 304 Float gun metal nozzle of approved make
& quality of following class and diameter including all taxes,
transportation, freight charges, octroi, inspection charges,
loading, unloading, conveyance to the departmental stores,
stacking etc. complete.
With isolating sluice valve PN
193 Lowering, laying and jointing in position following C. I. / D/F
Reflux valves, Butterfly valves, Sluice valves and Air valves
including cost of all labour, jointing material, including nut
bolts and giving satisfactory hydraulic testing, etc. complete.
Item Item Description Unit Qty. Rate in Rs. Amount
Air valves double ball Flanged No. 1 435.85
(b) 80 mm dia No. 1 472.65
194 Refilling the pipeline trenches including ramming, watering, 3 1045 25.30
consolidating disposal of surplus stuff as directed within a
radium of 3 Km.
195 Excavation in bituminous road / RCC Road RCC with Smt 1640 358.23
blasting, breaking, chiseling, or by chiseling/breaking only as
per required gradient and line including safety provisions
using site rails and stacking excavated stuff including up to all
required lead cleaning the site etc. complete for all lifts as
196 Construction of chambers in brick masonary, locally available
in C.M. 1 : 6, foundation concrete 150 mm thick in C.C. 1:4:8
of trap metal size 25 mm to 40 mm thick, inside cement
plaster in C.M. 1:3 and cement pointing outside in C. M. 1 :3
& top cover of precast RCC slab 100 mm thick upto 1 mt.
depth from G.L. but excl. cost of excavation and refilling.
With cast in situ RCC slab in two piece with fixing FRC
frame and cover etc. complete(excluding cost of frame &
cover ) with 23 mm thick brick masonary wall in C.M.1:6
(1) For Sluice Valve & Air Valve
a).0.9 x 0.9 mt. and 1.0 mt. deep chamber No. 2 8898.70
b) for 1 m. extra depth Rmt. 3 5150.85
197 Providing F.R.C. MH seat cover incl. carting to the work site No. 3 2380.00
etc. comp. Directed.
F.R.C. Extra Heavy Duty (EHD-35) machinehole Covers &
Frames Cover: 728mmø & 100 mm thick circular cover,
35.00MT load design,100 x 2mm MS flat all round,16mm
øplain round bar for lifting the cover & should be fitted with
plastic cups. Frame:560mm ø clear opening, -888 x 888 x
175mm. On the upper periphery off rame 25x3 mm wide MS
flat should be well embed in concrete to protect the edges off
rame. FRCE.H.D.-35 machinehole cover & frame described
198 Demolition and disposal of unserviceable materials with all m3 100 593.35
i) Unreinforcement Cement Concrete
199 Demolition including stacking of serviceable materials and
disposal of unserviceable materials with all lead and lift
i) R.C.C. Work m3 100 1030.81
Item Item Description Unit Qty. Rate in Rs. Amount
200 Demolition of Brick work and stone masonry including
stacking of serviceable materials and disposal of
unserviceable materials with all lead and lift
i) In Cement Mortar m3 100 536.09
Providing and Laying Sewerage Line At Dhrangadhra L.C. 48A (Length - 410 m) of GUDC Area
201 Excavation for trenches with shoring & strutting if required
as per required gradient and line including all safety provision
using site rails and stacking excavated stuff including up to all
required lead cleaning the site etc. complete for all lift and
strata as specified.
In all sort of soils and soft murrum
202 Dewatering In all sort of soils and soft murrum, hard murrum
and boulders, soft rock, up to 1.5 mt. depth from G.L Extra
for Dewatering in all sorts, of Strata's for each 1.5 mt. or Part
there of Betood 1.5 mt. depth.
203 Providing bedding including ramming, watering, cu.m. 30 378.35
consolidating etc. Complete as per standard and instruction of
engineer incharge. As above with required quality Sand
brough from outside including all lead.
204 Providing and laying cement concrete 1:2:4 ( 1 cement : 2 m3 35 3631.49
coarse Sand :4 Graded stone aggregate 20 mm nominal size)
and curing etc. complete excluding cost of form work.
205 Providing and supplying ISI Standard R.C.C. pipes
(Horizontal Cast) of Sulphate Resisting Cement) in standard
lengths of following class and diameter suitable for either
collar joints or rubber ring joints including all taxes,
insurance, transportation, freight charges, octroi, inspection
charges, loading, unloading, conveyance to departmental
stores, stacking etc.
Note : One collar should be supplied with each full length
plain ended RCC pipe, cost included in rates below. One
rubber ring should be supplied with each full length socketed
pipe, cost included in rates below.
As Directed by Engineering in charge.
206 Lowering, laying & jointing R.C.C pipes in C.M. 1:1.5 for
following dia in proper position , grade and alignment as
directed by Engineer -in-charge including conveyance from
store to site of work. Labour giving Hydraulic testing as per
R.C.C. PIPES (At any Depth)
Item Item Description Unit Qty. Rate in Rs. Amount
207 Providing and constructing Sewer manholes as per the type
design in brick masonary in C.M. 1 : 5 and inside and outside
20 mm thick plastering in C.M. 1:3 necessary 100 mm coping
with reinforcement in R.C.C. M 200, providing and fixing C.I.
steps and fixing manhole frame and covers (But excluding
supply of manhole frame and covers) over manholes etc.
complete, providing and fixing safety chain wherever
necessary as per the stipulations in the type design complete
as per latest CPHEEO manual. (excl. excavation)
a) Manhole type "B" circular type having inside diameter of No. 14 24283.40
1500 mm and for depth from 1.5 m to 4.0 mt. (For 150 mm to
600 mm dia sewer)
Manhole type "B" as above but upto 1.5 m depth
b) Extra depth beyond 1.5 mt. but upto 4.0 mt. depth for type Rmt. 28 14159.95
"B" manhole above.
208 RCC Precast M.H Fram & cover- Rcc precast M.H. Fram & No. 14 2294.00
Cover Manufacture, supply & Delivery of store or at site of
work precast RCC M 200 Fram & cover suitable to drainage
M.H and as per type design & Drawing including cost of
reinforcement M.S Angies or flat, curing mold work etc.
Heavy duty (i) Frame suitable for 50 cm opening of MH (ii)
Cover suitable for 50 cm opening of MH
209 Refilling the pipeline trenches including ramming, watering, cu.m. 3045 25.30
consolidating disposal of surplus stuff as directed within a
radium of 3 Km.
210 Making connection to the ex. M.H. in running sewer incl.
Dewatering and other required machinery etc. of following
dia pipes at any convenient time. All damaged work shall be
well repaired as per instructions. etc. complete.
211 Excavation in bituminous road / RCC Road RCC with Smt. 1750 358.23
blasting, breaking, chiseling, or by chiseling/breaking only as
per required gradient and line including safety provisions
using site rails and stacking excavated stuff including up to all
required lead cleaning the site etc. complete for all lifts as
212 Dewatering by pumping set of required capacity including HP/hr 54000 21.07
temporary platform carting pumping at site and fixing the
same in position including all accessories, and fuel and labour
Pump set of capacity
Item Item Description Unit Qty. Rate in Rs. Amount
I/We am / are willing to carry out the work at ....................................................................... % above/ below percent (Should be
written in figures and words) of the estimated rate mentioned above. Amount of my / our tender works out as under.
(A) Estimated Amount Put to Tender = Estimated Amount Put to Tender =
(B) Deduct…........... % below Add…........... % Above
(C) Net tendered amount (A - B) = Net tendered amount (A - B) =
(* Please strike out whichever is not applicable)
1 All work shall be carried out as per public works Department Handbook and other specifications of Division or as
2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by
the contractor under his signature.
3 Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold good for
work under all conditions, site, moisture, weather etc.
4 To be Continued on additional sheets, if found necessary.
5 The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.
6 For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH /
/ 61 / S, Dt. 27/11/2008 attached with tender papers.
Signature of Contractor
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