Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date23 Nov 2024
Closing Date23 Dec 2024
Tender Amount₹ 4,04,76,014
Costs
EMD
₹ 8,09,520Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SH_772766_1Tender No
WBPWD/PW(R)/SE/NBHC/NIT No.01 OF 2024-25Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Providing MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in-Charge.
6mm thcik casting
5
63424
317122.1
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 with PAKUR variety stone chips Using concrete mixer & cement (OPC 43)
20
5571
111431.8
Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification RCC Grade M 35 with PAKUR variety stone chips & cement (OPC 53)
Using Batching Plant, Transit Mixer and Concrete Pump
390
6869
2679175.2
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
13
214
2782
Mixing Superplastisizer in concrete as per manufacturer's specification and direction of Engineer-in-Charge. The rate is inclusive of cost of superplastisizer Carboxylate based
3075.6
176
541305.6
(B) SUB STRUCTURE WORKS 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.
RCC Grade M 35
Height upto 5m
With Batching Plant, Transit Mixer and Concrete Pump
Using PAKUR variety stone chips & cement OPC 53 Grade
22.53
7163
161397.71
Supplying, fitting and placing HYSD bar reinforcement in Sub-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 and direction of Engineer-in-charge.
Tor Steel roads / HYSD bars / TMT bars (SAIL / TATA / RINL) (Fe 450/Fe 500/Fe 500 D)
2.2
63495
139690.36
Mixing Superplastisizer in concrete as per manufacturer's specification and direction of Engineer-in-Charge. The rate is inclusive of cost of superplastisizer.
Carboxylate based
99.13
176
17446.88
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
Granular material using NB stone materials
Grade II (53 to 22.4 mm) @ 0.72 m3/m3 Fine Sand @ 0.48 m3/m3
181.8
2224
404377.74
Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials 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.
NB variety RBM @ 0.72 m3 /m3 Coarse sand @ 0.48 m3 / m3
159.07
1736
276186.88
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.
75
117
8775
(C) SUPER STRUCTURE WORKS 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 / PSC Grade M35 with PAKUR variety stone chips
Cement OPC Grade 43 Using Batching Plant, Transit Mixer and Concrete Pump
For T-beam & slab Height 5m to 10m
262.29
8094
2123017.23
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge(excluding bottom plugging) with coarseaggregates of appropriate nominal size andgrading, fine aggregate (sand) conforming toproper 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-30 Grade
Using Batching Plant, Transit Mixer Concrete Pump
Using PAKUR variety stone chips & cement OPC 43 Grade
60.5
5947
359819.52
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge(excluding bottom plugging) with coarseaggregates of appropriate nominal size andgrading, fine aggregate (sand) conforming toproper 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 chips & cement OPC 43 Grade
7.62
5571
42455.52
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.
Tor Steel roads / HYSD bars / TMT bars (SAIL / TATA / RINL) Fe 450/ Fe 500/Fe 500D)
29.74
64413
1915661.06
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.
14
791
11074
Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 80 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
20.2
10000
202000
Bituminous Macadam using Mobile Hot Mix Plant (Light Duty)
Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) 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 by means of approved and suitable arrangements 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 Specifications for Road & Bridge Works of MoRT&H (5th Revision)
For Grading 2
(19 mm nominal size, 50-75 mm thick.)
Using PAKUR variety stone chips VG - 30 (Packed) bitumen
148.94
6639
988882.66
Mastic Asphalt
Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 25 mm thickness
Using PAKUR Variety stone chips 10/20 Grade(Packed) Bitumen VG - 30 (Packed) Bitumen
2978.72
498
1485249.37
Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches tobridge 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 M - 40 Grade using PAKUR variety stone chips
76.4
3841
293518.87
Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately).
65 mm dia G.I. {medium pipe}
76.4
665
50806
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge(excluding bottom plugging) with coarseaggregates of appropriate nominal size andgrading, fine aggregate (sand) conforming toproper 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-35 Grade
Using Batching Plant, Transit Mixer Concrete Pump
Using PAKUR variety stone chips & cement OPC 43 Grade
4.97
6035
29994.75
Construction of footpath/ seperator by providing a 150 mm compacted granular sub base as per clause 401 followed by 25 mm thick cement concrete grade (1:2:4), over laid with pre-cast concrete tiless in cement mortar1:3 including provisions of all drainage arrangements but excluding kerb channel and as per clause 410 of Specifications for Road & Bridge works of MoRT&H(5th Revision).
92
1619
148948
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 Bitumnen emulsion (MS TYPE) (Packed) @ 0.325 Kg / m2
228.72
12
2936.76
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to recievedecorative textured (matt finish or smooth finish acrylic exterior emulsion paint including scrapingand preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.
Two Coat
1714.6
46
78871.6
Protective and decorative Acrylic exterior emulsion paint of approved quality as per manufacturer's specification and as per direction of the EIC to be applied over acrylic primer as required. The rate includes the cost of materials, labour, scaffolding and all incidental charges but excluding the cost of primer.
Two coats
Premium100% Acrylic Emulsion
1714.6
85
145741
Mixing Superplastisizer in concrete as per manufacturer's specification and direction of Engineer-in-Charge. The rate is inclusive of cost of superplastisizer.
Carboxylate based
1436.11
176
252755.36
(D) ROAD SAFETY WORKS 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
90 cm equillateral triangle
4
4196
16784
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.
4
386
1544
Providing and fixing of road stud 100x 100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS 873 part 4:1973
542
255
138210
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 mendinggood 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.
Using PAKUR variety stone chips
104
792
82368
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
242.19
584
141438.96
(E) ABUTMENT PROTECTION & LUNCHING APRON WORKS 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)
237.3
89
21309.54
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 drawingand Technical specifications.
Stone/Boulder
NB variety Boulder above 225 mm @ 1.00 m3 / m3 NB variety stone materials (Gr II 53-22.4mm) @ 0.20 m3 / m3
17.76
1447
25701.56
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge(excluding bottom plugging) with coarseaggregates of appropriate nominal size andgrading, fine aggregate (sand) conforming toproper 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 chips & cement OPC 43 Grade
9.49
5571
52874.39
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
North Bengal variety stone materials RBM @ 0.72 m3 / m3 Coarse sand @ 0.48 m3 / m3
17.76
1891
33588.78
PROTECTIVE WORKS Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in-charge. (Boulder Agency Supply Using NB Variety boulder Boulder above 225 mm @ 0.450 m3/m3
Boulder 225 - 150 mm @ 0.450 m3/m3
3384
1091
3693196.08
Providing and laying of Boulder Apron laid in wire crates made with 4mm dia GI wire conforming to IS:280 & IS4826 in 100mmX100mm mesh including 10% extra for laps and joints laid with stone boulder weighing not less than 40 kg each
Using NB variety stone materials Boulder abvoe 225 mm @ 1.00 m3 / m3 Shingles 37.5 mm @ 0.20 m3 / m3
2340
2206
5162414.4
Supplying & weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I. wire. (With 100mm x 100mm mesh.)
14212.8
201
2856772.8
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 with NB variety stone chips & cement OPC 43 Grade Using concrete mixer
619.28
4813
2980637.99
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-20 Grade with NB variety stone chips & cement OPC 43 Grade Using concrete mixer
936
5177
4846345.92
(F) APPROACH ROAD WORKS Granular Sub-base with Graded Material 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 – IV Using PAKUR variety stone chips
48.75
2488
121321.2
Wet Mix Macadam Base Course
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)
Using PAKUR variety Stone Chips
48.75
2708
132033.04
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: (with primer @ 0.70-1.0 kg/sqm)
Using Bitumnen emulsion (MS TYPE) (Packed) @ 0.850 Kg / m2
195
31
6128.85
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 Bitumnen emulsion (MS TYPE) (Packed) @ 0.275 Kg / m2
195
11
2160.6
Bituminous Macadam using Mobile Hot Mix Plant (Light Duty)
Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) 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 by means of approved and suitable arrangements 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 Specifications for Road & Bridge Works of MoRT&H (5th Revision)
For Grading 2
(19 mm nominal size, 50-75 mm thick.)
Using PAKUR variety stone chips VG - 30 (Packed) bitumen
9.75
6639
64734.83
Mastic Asphalt
Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 25 mm thickness
Using PAKUR Variety stone chips 10/20 Grade(Packed) Bitumen VG - 30 (Packed) Bitumen
195
498
97230.9
Add GST @18% on Rs. 3,39,62,086.11 i.e. Total over item no 1 to 50
33962086.11
-
6113175.5
Add Labour Cess @1% of Rs.4,00,75,261.61 i.e. Total amont item no 1 to 51.
40075261.61
-
400752.62
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