Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Feb 2024
Closing Date8 Mar 2024
Tender Amount₹ 2,37,03,009
Costs
EMD
₹ 4,74,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Road From Bongabari Block More To Raghabpur Pmgsy Road
Description
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Contact
Tender Id
2024_DPUA_668963_3Bid Award Id
ViewTender No
2nd CALL of e-NIT No. 24/PUP/EC/BNK of 2023-24Tender Authority
Department Of Paschimanchal Unnayan Affairs ViewPurchaser Address
-Website
http://http://www.pupwb.org/
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Documents
BOQ Items
Dismantling of cement concrete pavements 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 upto a lead of 1000 m, stacking
serviceable and unserviceable materials separately as
per Technical Specification Clause 202 for Rural Roads of
MORD.
42.9
44873
1046
Construction of Embankment with Material Obtained
from Borrow Pits
Construction of embankment with approved material
obtained from borrow pits with a lift upto 1.5 m,
transporting to site, spreading, grading to required
slope and compacting to meet requirement of Tables
300.1 and 300.2 with a lead upto 1000 m as per
Technical Specification Clause 301.5 for Rural Roads of
MORD. (Mode of measurement: pre works and post
works)
6500
556400
85.6
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)
1000
94800
94.8
Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.
454.5
187708
413
Construction of granular sub-base by providing
graded material, mixing in Wet Mix Plant at
OMC, carriage of mixed material to work site,
spreading in uniform layers with Motor grader
on prepared surface in proper grade and
camber, compacting with vibratory power
roller to achieve the desired density, including
lighting, guarding, barricading, including cost of
all materials, machinery, tools and plants and
cost of quality control complete as per Clause
401 of Specifications for Road & Bridge Works of
MoRT&H (5th Revision).
(ii) Grading – II
887.97
1171264
1319.03
Construction of granular sub-base by providing
graded material, mixing in Wet Mix Plant at
OMC, carriage of mixed material to work site,
spreading in uniform layers with Motor grader
on prepared surface in proper grade and
camber, compacting with vibratory power
roller to achieve the desired density, including
lighting, guarding, barricading, including cost of
all materials, machinery, tools and plants and
cost of quality control complete as per Clause
401 of Specifications for Road & Bridge Works of
MoRT&H (5th Revision).
(ii) Grading – II
2nd layer
555.96
733333
1319.03
Providing, laying, spreading and compacting stone
aggregates of specific sizes to water bound
macadam specification including spreading in
uniform thickness, hand packing, rolling with
vibratory roller 8-10 tonnes in stages to proper grade
and camber, applying and brooming requisite type
of screening / binding materials to fill up the
interstices of coarse aggregate, watering including
lighting, guarding, barricading and making
necessary earthen bundh of one metre width on
each side and preparing the bed by necessary
cutting or filling, including cost of all materials and
hire and labour charges of all men and machinery
and compacting to the required density, as per
Clause 404 of Specifications for Road & Bridge Works
of MoRT&H (5th Revision).
(i) Grading-I Aggregate (63 mm to 45 mm) Using
Stone Screening Type A (13.2 mm)
512.65
1316105
2567.25
Providing, laying, spreading and compacting stone
aggregates of specific sizes to water bound
macadam specification including spreading in
uniform thickness, hand packing, rolling with
vibratory roller 8-10 tonnes in stages to proper grade
and camber, applying and brooming requisite type
of screening / binding materials to fill up the
interstices of coarse aggregate, watering including
lighting, guarding, barricading and making
necessary earthen bundh of one metre width on
each side and preparing the bed by necessary
cutting or filling, including cost of all materials and
hire and labour charges of all men and machinery
and compacting to the required density, as per
Clause 404 of Specifications for Road & Bridge Works
of MoRT&H (5th Revision).
(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using
Stone Screening Type B (11.2 mm)
555.96
1302095
2342.05
Prime Coat
Providing and applying primer coat with Cationic
Bitumen Emulsion of approved grade conforming to
IS: 8887-1978 and requisite quantity on prepared
surface of granular base including cleaning of road
surface and spraying primer using Mechanical
means including cost and carriage of bitumen
emulsion and all other incidental costs of work
complete as per Clause 502 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision).
7412.85
248182
33.48
Tack Coat
Providing and applying tack coat with Cationic
Bitumen Emulsion of approved grade conforming to
IS: 8887-1978 on the prepared surface cleaned with
Hydraulic broom, moistening the surface including
cost and carriage of emulsion, hire charges of
machinery and labour, cost of fuel and lubricants all
complete as per Clause 503 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision).
7412.85
76945
10.38
Open-Graded Premix Surfacing using Viscosity
grade Paving Bitumen and HMP
Providing, laying and rolling of Open - graded premix
surfacing of 20 mm thickness composed of 13.2 mm
(@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²)
size stone aggregates, including thoroughly cleaning
of the surface, screening, cleaning and pre-heating
stone chips and fully pre-coating the same either
using viscosity grade paving bitumen or cut-back or
emulsion, carrying the mixture by tipper trucks or by
any other suitable arrangements, laying the mixture
uniformly over the surface with paver finisher,
including manual operations as and when required
for proper line, grade and level to serve as wearing
course on a previously prepared base, including
mixing in Hot Mix Plant and thoroughly rolling with a
smooth wheeled roller 8-10 tonne capacity, finished
to required level and grades including the cost and
carriage of stone chips and matrix, heating the
matrix, preheating the aggregates to required
temperature and including the hire charges of Hot
Mix Plant and other machinery, pay of operators,
cost of fuel and lubricants etc. complete as per
Clause 510 of Specifications for Road & Bridge Works
of MoRT&H (5th Revision).
7412.85
758705
102.35
Seal Coat
A. Providing and laying Liquid Seal Coat (Type A) with
approved quality stone chips and bitumen binder on
thoroughly cleaned black top surface, spreading
screened & cleaned stone aggregates (100 %
passing through 11.2 mm sieve and retained on 2.36
mm sieve) uniformly @ 0.09 m3 of dry aggregate per
10 m2 of area using suitable means, brushing the
chips, if necessary, to ensure uniformity, followed by
rolling with power roller including the cost and
carriage of binder and stone chips, cost of heating
the binder and all other incidental charges, cost of
fuel and lubricants, including hire charges of
machineries, tools & plants required for construction
and quality control complete as per Clause 511 of
Specifications for Road & Bridge Works of MoRT&H
(5th Revision).
7412.85
268789
36.26
Concrete Pavement Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any
part of foundation of bridges / culverts with graded
stone chips of appropriate nominal sizes, including
screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including
preparation of design mix, approval of the same by
the Engineer-in-Charge, cost for quality control,
sampling, testing etc. including cost of formwork but
excluding reinforcement complete as per drawing
and technical specifications.
442.68
2655774
5999.31
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
255
6120
24
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
1958.4
47001
24
Pipe culvert
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
67.16
6984
104
Providing and laying Design Mix concrete for plain/ reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-15 GRADE - USING CONCRETE MIXER [Stone aggregate of Pakur variety]
6.36
29768
4680.57
BEDDING FOR PIPE
i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD
7.54
36455
4837.57
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. PCC Grade M 20 - Using concrete mixer.
46.17
271326
5876.42
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
30
79969
2665.64
GUARD WALL
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and racing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
96.14
9998
104
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
44.52
27681
621.74
Providing and laying Design Mix concrete for plain /
reinforced concrete work in any part of bridge
(excluding bottom plugging) with coarse
aggregates of appropriate nominal size and
grading, fine aggregate (sand) conforming to
proper grading zone, both of approved quality and
cement, as necessary, including labour, cost and
carriage of all materials and including preparation
of design mix, approval of the same by the
Engineer-in-Charge and cost for quality control,
sampling, testing etc. all complete but excluding
cost of labour and materials for formwork &
reinforcement works.
PCC GRADE M-15 NORMAL 1:2:4
44.52
208388
4680.57
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. PCC Grade M 20 - Using concrete mixer.
1239.13
7281648
5876.42
PCC DRAIN
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and racing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
808
84032
104
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
95
59065
621.74
Providing and laying Design Mix concrete for plain /
reinforced concrete work in any part of bridge
(excluding bottom plugging) with coarse
aggregates of appropriate nominal size and
grading, fine aggregate (sand) conforming to
proper grading zone, both of approved quality and
cement, as necessary, including labour, cost and
carriage of all materials and including preparation
of design mix, approval of the same by the
Engineer-in-Charge and cost for quality control,
sampling, testing etc. all complete but excluding
cost of labour and materials for formwork &
reinforcement works.
PCC GRADE M-15 NORMAL 1:2:4
143
669321
4680.57
Providing and laying Design Mix concrete for plain /
reinforced concrete work in any part of bridge
(excluding bottom plugging) with coarse
aggregates of appropriate nominal size and
grading, fine aggregate (sand) conforming to
proper grading zone, both of approved quality and
cement, as necessary, including labour, cost and
carriage of all materials and including preparation
of design mix, approval of the same by the
Engineer-in-Charge and cost for quality control,
sampling, testing etc. all complete but excluding
cost of labour and materials for formwork &
reinforcement works.
PCC GRADE M-15 NORMAL 1:2:4
300
1404171
4680.57
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.
With Pakur variety stone chips
75
52350
698
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (III)200 M STONE (PRE CAST)
14
6104
436
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (II)ORDINARY KILOMETER STONE(PRE CAST)
4
6256
1564
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (I)5TH KILOMETRE STONE (PRECAST)
1
2662
2662
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
ii) 60 cm equilateral triangle
8
21216
2652
iii) 60 cm circular
8
28728
3591
vi) 60 cm x 60 cm square
8
33288
4161
Providing and erecting direction and place
identification retro-reflectorised sign as per IRC:67
made of high intensity grade sheeting vide clause
801.3, fixed over aluminium sheeting, 2 mm thick with
area not exceeding 0.9 sqm supported on a mild
steel single angle iron post 75 x 75 x 6 mm firmly fixed
to the ground by means of properly designed
foundation with M15 grade cement concrete 45 x 45
x 60 cm, 60 cm below ground level as per approved
drawing and Clause 801 of Specifications for Road &
Bridge Works of MoRT&H (5th Revision)..
2
18106
9053
GST 18%
19888411.89
3579914
0.18
CESS 1%
23468326.03
234683
0.01
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