Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date23 Sep 2023
Closing Date7 Oct 2023
Tender Amount₹ 97,50,810
Costs
EMD
₹ 1,95,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Cross Drainage Structure By Inserting Box Bridge Alongwith Necessary Protection Work
Description
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Contact
Tender Id
2023_DPUA_576694_8Bid Award Id
ViewTender No
e-NIT No. 10/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
FORMS AND ADDL. TERMS AND CONDITIONS
BOQ Items
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. (b) with cement mortar
18
5040
280
... More
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
2000
46000
23
... More
Providing and constructing service road of width 4.0 m to reach island location from one pier location to another pier location with height upto 1 m by sand / dry soil filled cement / polythene bags and removl of the same after main construction activity.
70
95550
1365
... More
Earth Work in excavation of foundation of structure as per drawing and technical specification, including setting out, removing, spreading or stacking od spoils within a lead of 150 m as directed and including triming the sides of the treanches, leveling, dressing and ramming the bottom, and backfilling with approved material compltet as per direction of the Engineer- in -charge. II. In all sorts of soil excluding marshy soil & rocks ( softs or hards) by mechanical means (using excavator of suitable capacity). (i) Depth upto 3 m. (i) with pumping out water
924.13
114592
124
... More
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 complete including supplying of sand. Quality of sand is approved by Engineer-in-charge.
92.35
59311
642.25
... More
Supplying and laying ploythene sheet (150gm/sq.m) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
157.71
3785
24
... More
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid
Dry Without Wire Crates.
140.4
382208
2722.28
... More
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. (a) M-15 Grade Using concrete mixer.
56.72
298414
5261.18
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per
specification and direction.
123.13
26349
214
... More
Plain/ Reinforced cement concrete in open foundation with or without reinforcements in any part of foundation of bridge / culverts with graded stone chips of appropriate nominal sizes, including screeing and cleaning of coarse aggregates, fine aggregates (sand) conforming to proper grading zones, both of approved quality and cement, as necessary, cost of curing of water, including cost & 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. A. PCC Grade M20 I) Using concrete mixture.
95.7
591811
6184.03
... More
D. RCC Grade M25 I) Using concrete mixture.
82.11
525123
6395.36
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and conforming to IS 280 at every intersection hooked & bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading ,unloading & carriage of all steel materials complete as per drawing and technical specification and direction of engineer-in-charge. SAIL/TATA/RINL
6.34
385158
60798.53
... More
Plain/ Reinforced cement concrete in Sub-Structure with coarse aggregates of appropriate nominal sizes & grading, fine aggregates (sand) conforming to proper grading zones, both of approved quality and cement & water reducing admixture, as necessary, including labure, including cost & 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. all complete as per drawing and technical specification including cost of formwork & staging complete as per drawing and technical specifications. E. RCC Grade M25 (ii) Height up to 5m I) Using concrete mixture.
198.72
1332687
6706.36
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure including initial straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and conforming to IS 280 at every intersection hooked & bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading ,unloading & carriage of all steel materials complete as per drawing and technical specification and direction of engineer-in-charge. (SAIL/TATA/RINL)
16.41
1000560
60976.33
... More
Providing weep holes in brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications.
60
6900
115
... More
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as direcred by the Engineer-in-charge with approved synthetic enamel paint. b) Two coats
429.95
42565
99
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B) Sandy material
99.06
86479
873
... More
Earth in filling in foundation trenches and at the back of abutment, wing walls etc,. With good earth (sandy soil) in layer not exceeding 15cm including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by the department beyond 150 m, but within 300 m, including all lifts. Earth to be approved by the Engineer -in-charge.
379.18
61047
161
... More
Providing and laying cement concrete wearing coat M-30 Grade with graded stone chips 19 mm down incuilding screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curinh with water, including cost and carrige of stone materials and hire charges for form work including reinforcement complete as per drawing & Technical specifications vide clause no 2702 of MORTH&H's specification for road & bridge Works.
13.12
122750
9356
... More
Providing and laying of a strip seal expansion joint
catering to maximum horizontal movement upto 70
mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for
installation.
12
120000
10000
... More
Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work
9000
882000
98
... More
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
60
41880
698
... More
APPROACH ROAD
-
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD. By Manual Means- In area of non-thorny jungle
0.02
899
44978
... More
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.
30
31380
1046
... More
Constructions of embankment 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)
34.5
2953
85.6
... More
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth 0 to 150 mm
375
5400
14.4
... More
(b) for depth 150 to 300 mm
375
7125
19
... More
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Note: When the width of laying is not adequate for mechanical operation or in case of small sized jobs, suitable mixing and spreading equipment capable of mixing the material to the desired degree and spreading the mixed materials uniformly according to required line and level to the satisfaction of E-in-C may be approved by the Engineer-in-charge, but the rate of the item is to be reduced by Rs. 30.00/cum [Cost at site of 1.28 m³ of the materials as per specified Grading vide Table 3.3‐1 of Section 3 have been added to arrive at the complete rate.]
(USING PAKUR VARIETY STONE AGGREGATES) GSB Grading-V: 150 mm thk.
112.5
268314
2385.02
... More
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.
E i PCC Grade M30
M-30 GRADE - USING CONCRETE MIXER: USING PAKUR VARIETY STONE AGGREGATES
76.5
493619
6452.54
... More
Joint Sealing Compound at Contraction Joint position @ 4.5m interval
375
7500
20
... More
Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per Technical Specification Clause 302.3.11 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
550
15345
27.9
... More
PROTECTION WORK
-
-
-
... More
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(ii) With pumping out water excluding shoring
78
8892
114
... More
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
19.36
12433
642.25
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
b) Where staging is not required.
15
3210
214
... More
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 preparationof 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.(a) M-15 Grade Using concrete mixer.
12
63134
5261.18
... More
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.
80
1920
24
... More
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.
A PCC Grade M20
38.5
238085
6184.03
... More
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.
A PCC Grade M20
(i) Height upto 5m
84.38
544844
6457.03
... More
Providing weep holes in brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications.
135
15525
115
... More
Precast cement concrete blocks or lining units as per designed size and specification, with well graded stone metal aggregate, including dressing, ramming, shuttering, finishing the top surface with 1:3 cement
and sand mortar, curing, transporting and laying the blocks or lining units at worksite in position, over filter, layer, keeping a gap of 6mm between the adjacent units, by sue of removable plyboards or non removable thermocol boards, with all leads and lifts, including supply and carriage of all materials complete.(The rate is exclusive of the cost of stone aggregate and its carriage upto site. Construction wing has to add the cost of same from the SoR of PW (Roads) to derive the consolidated rate. Consumption chart of the USoR may be used for assessing the quantity of coarse aggregates per cum of concrete).
With Stone Aggregate (Pakur, North Bengal or Rajmahal varieties) b) Nominal Mix. 1:1.5:3 with 20 mm down coarse aggregate
28.8
188560
6547.23
... More
ADD GST @18% on item no 1.01 to 3.09
8181582
1472684
0.18
... More
Add Labour well fare cess @ 1% on item 1.01 to4
9654267
96542
0.01
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