Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date17 Jul 2023
Closing Date22 Aug 2023
Tender Amount₹ 9,53,61,702
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_WBPWD_547602_1Bid Award Id
ViewTender No
WBPWD/SE/NC/NIT_08/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
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Documents
BOQ Items
... More
For additional depth beyond 1.5 m. and upto 3.00 m
408.76
175358
429
... More
Supplying, spreading and compacting Silver Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
Compaction factor for dry sand 0.835
328.23
211295
643.74
... 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.
M-15 Grade
Using Concrete Mixer.
Using Pakur Variety Stone Materials.
556.63
2857327
5133.26
... 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.
4081.96
97967
24
... 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. Where staging is not required.
461.07
98669
214
... More
Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications.
RCC Grade M30
Using Batching Plant, Transit Mixer and Concrete Pump
Height upto 5m
Using Pakur Variety Stone Materials.
1407.36
9650408
6857.1
... More
Plain 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.
Using Pakur Variety Stone Materials.
PCC Grade M20
2101.12
12741003
6063.91
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15
Using Pakur Variety Stone Materials.
970.99
5397986
5559.26
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
For 1 cum. volume using 0.72 cum. brick aggregates and 0.48 cum. of coarse sand.
485.5
1018113
2097.04
... More
Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.
Cement Concrete blocks Grade M15
Using Pakur Variety Stone Materials.
253.4
1568105
6188.26
... More
Reinforced Cement Concrete Crash Barrier ( For new Bridge construction)
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with reinforced cement concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at
locations directed by the Engineer-in-Charge, all as specified.
RCC Grade M-40
Using Pakur Variety Stone Materials.
147.6
402266
2725.38
... More
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and
placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per
drawing and technical specifications.
SAIL/TATA/RINL.
250.7
16405941
65440.53
... More
Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works.
18
14094
783
... More
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
99
11385
115
... More
Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
2888.54
265746
92
... More
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).
On Cement concrete pavement
(Using Bitumen emulsion, RS-I grade (Packed) at the rate of 0.325 kg per sqm.)
627.3
7691
12.26
... More
On Bituminous Surface
(Using Bitumen Emulsion, RS-I grade (Packed) at the rate of 0.25 kg per sqm.)
627.3
6104
9.73
... More
Bituminous Macadam using Hot Mix Plant (HMP)
Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature with paver finisher to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired - compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
For Grading 2 (19 mm nominal size, 50 mm compacted thickness.)
Using Pakur Variety Stone Materials & bitumen VG-30 (Bulk).
Using Drum mix Type HMP of minimum capacity 60-90 TPH.
31.37
197224
6287.04
... More
Semi-dense Bituminous Concrete
Providing & laying Semi-dense Bituminous Concrete (SDBC) as wearing coarse by Hot Mix Plant, using coarse aggregates, fine aggregates, filler materials and binder of required specification and grading as per approved job mix formula, over thoroughly cleaned surface coated with tack coat, including screening, cleaning of aggregates, mixing the components as per approved Job Mix Formula with hot binder, carrying the mixture by tipper truck or any other approved suitable arrangements, laying the mixture uniformly, maintaining the specified laying temperature, thorough rolling with power roller with necessary hand packing and pinning to give an uniform surface to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including the cost and carriage of aggregates, filler and binder, heating the binder, preheating the aggregates, and filler to the specified temperature, including the hire charges of Hot Mix Plant and other machineries, pay of operators, cost of fuel and lubricants and all other incidental charges complete.
For Grading 2 (10 mm nominal size, 30 mm compacted thickness.)
Using Pakur Variety Stone Materials & bitumen VG-30 (Bulk).
Using Drum mix Type HMP of minimum capacity 60-90 TPH.
18.82
140810
7481.96
... More
Asphaltic Plug joint
Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications.
51
503625
9875
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
Sandy material (Fine Sand).
2244.35
2231333
994.2
... More
Providing and laying of Filter media with brick aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
For 1 cum. volume using 0.72 cum. Brick aggregates and 0.48 cum. of coarse sand.
211.69
411110
1942.04
... More
Flexible Apron
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
Using Pakur variety Boulder.
498.96
1283036
2571.42
... More
Priming one coat on timber or plastered surface with synthetic oil
bound primer of approved quality including smoothening surfaces by sand papering etc.
510.48
19398
38
... More
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint.
Two Coats
510.48
50538
99
... More
Supplying, fitting and fixing PVC pipes for underground work of
approved make of Schedule 80 (medium duty) conforming to ASTMD -
1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)
PVC Pipes (Dia)
150 mm
505.8
276167
546
... More
DISMANTLING OF EXISTING CULVERT
Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the
dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
By Mechanical Means
Cement Concrete
771.6
362652
470
... More
Reinforced Cement Concrete
115.5
89282
773
... More
DIVERSION ROAD
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per Design in Double Row
Providing and laying reinforced cement concrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
1400 mm dia
75
851697
11355.96
... More
Bedding for Pipe
Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) for Rural Roads of MORD.
Using Coarse Sand.
76.73
106916
1393.4
... More
Bamboo Pile Walling made of 6.5cm to 7.5cm dia bamboo (in single line) driven about half-length into ground at very close spacing of 30cm c/c side by side, with stout stays at an interval of 90cm fixed with bamboo post of length 1.25m driven 1m below G.L., 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc. and lining exposed portion with sheets made from cut drums (empty bitumen drums) fitted and fixed with a lap width of 100 mm at each joint, complete as per direction including the cost of drum sheets and including the cost of nails, wires etc.
With bamboos of length upto 2.00m
180
94680
526
... More
Supplying empty cement bags in good condition & Filling empty Cement bags with silver sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete (including cost of silver sand and gunny bags).
29538
496829
16.82
... More
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 4000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work
measurement)
Land arranged by the contractor.
13210.13
3483511
263.7
... More
By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Grading – II
Using Pakur Variety Stone Materials.
772.59
1452253
1879.72
... More
Water Bound Macadam Sub Base
Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :
For 1 cum. compacted volume using 1.09 cum. of jhama metal & 0.26 cum. of moorum.
772.59
1911079
2473.6
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD.
Above 600 mm to 900 mm dia Hume pipe
Up to Departmental Stack Yard.
75
30953
412.7
... More
APPROACH ROAD
Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.
By Mechanical Means
Bituminous Courses
41.11
11387
277
... More
By Manual Means
Granular Courses
616.61
279324
453
... More
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 4000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)
Land arranged by the contractor.
17547
4788576
272.9
... More
By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Grading – V
Using Pakur Variety Stone Materials & medium sand.
346.46
791436
2284.35
... More
Grading – III
Using Pakur Variety Stone Materials & medium sand.
346.46
767198
2214.39
... More
Water Bound Macadam Base Course
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the
interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Using Pakur Variety Stone Materials.
Using 1.21 cum. grading-I Aggregate (63 mm to 45 mm) & 0.24 cum. Stone Screening Type B (11.2 mm)
Manual Means
346.46
1033632
2983.41
... More
Water Bound Macadam Base Course
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the
interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Using 1.21 cum. grading-II Aggregate (53 mm to 22.4 mm) & 0.24 cum. Stone Screening Type B (11.2 mm)
Manual Means
346.46
1044241
3014.03
... More
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).
For WBM / WMM Surface: (Using Bitumen emulsion, SS-I grade (Packed) at the rate of 0.85 kg per sqm.)
923.88
31495
34.09
... More
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).
On Granular Surface treated with primer
(Using Bitumen emulsion, RS-I grade (Packed) at the rate of 0.275 kg per sqm.)
2771.64
29296
10.57
... More
On Bituminous Surface
(Using Bitumen Emulsion, RS-I grade (Packed) at the rate of 0.25 kg per sqm.)
2771.64
26968
9.73
... More
Bituminous Macadam using Hot Mix Plant (HMP)
Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature with paver finisher to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired - compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
For Grading 2 (19 mm nominal size, 50 mm compacted thickness.)
Using Pakur Variety Stone Materials & bitumen VG-30 (Bulk).
Using Drum mix Type HMP of minimum capacity 60-90 TPH.
138.58
871258
6287.04
... More
Semi-dense Bituminous Concrete
Providing & laying Semi-dense Bituminous Concrete (SDBC) as wearing coarse by Hot Mix Plant, using coarse aggregates, fine aggregates, filler materials and binder of required specification and grading as per approved job mix formula, over thoroughly cleaned surface coated with tack coat, including screening, cleaning of aggregates, mixing the components as per approved Job Mix Formula with hot binder, carrying the mixture by tipper truck or any other approved suitable arrangements, laying the mixture uniformly, maintaining the specified laying temperature, thorough rolling with power roller with necessary hand packing and pinning to give an uniform surface to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including the cost and carriage of aggregates, filler and binder, heating the binder, preheating the aggregates, and filler to the specified temperature, including the hire charges of Hot Mix Plant and other machineries, pay of operators, cost of fuel and lubricants and all other incidental charges complete.
For Grading 2 (10 mm nominal size, 25 mm compacted thickness.)
Using Pakur Variety Stone Materials & bitumen VG-30 (Bulk).
Using Drum mix Type HMP of minimum capacity 60-90 TPH.
83.15
622125
7481.96
... More
Type - B, "THRIE" : Metal Beam Crash Barrier
Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per Clause 811.3 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)
876.96
2526522
2881
... More
Excavation for Structures
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 .
In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. upto 3 m depth
Without pumping out water and shoring.
195.8
24279
124
... 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.
P.C.C. Grade M-15
Using concrete mixer.
Using Pakur Variety Stone Materials.
195.8
1005092
5133.26
... More
Add GST @ 18 %
18
14402674
80014853
... More
Add Labour Welfare Cess @ 1%
1
944175
94417527
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