Public Works Roads Department Tender
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Costs
EMD
₹ 21,30,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridgein Nalbari District I. Br. No. 1/1 On Ararakumarikatachuburi To Pub Arara Village
Description
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Contact
Tender Id
2024_PWRDW_37231_17Bid Award Id
ViewTender No
RFB No CEEAPARRBP01Tenders2024/21Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1
i. Private Land
1039.55
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Construction of granular sub-base by providing well grade material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading II Material
409.99
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Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading II Material
139.86
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Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading III Material
139.86
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Providing and laying of interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per drawing and technical specification clause 1504 complete including carriage.
A) Including Edge block/ Edge restraints.
1794.57
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Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle
2
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b) 600mm Circular
2
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c) 600mm x 450mm Rectangular
2
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Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
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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 and conforming to the MoSrt&H specifications.
44.22
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Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973
50
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Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704.
42
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
240
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Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification.
4
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Providing and constructing one span service road to reach island location from one pier location to another pier location.
272
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Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material
Upto 3m depth
840.28
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Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material
3m to 6m depth
111.86
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Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification
8.31
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
Without Plasticizer
RCC M35 Grade
Using Concrete mixer
236.19
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
Without Plasticizer
RCC M35 Grade
Using Concrete mixer
1524.55
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Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.
Depth below bed level upto 3.0 M
6
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Beyond 3m upto 10m depth
14
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Beyond 10m upto 20m
8
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Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level.
Depth below bed level upto 3.0 M
12
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Beyond 3m upto 10m depth
28
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Beyond 10m upto 20m
24
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
Top Plug
Grade M 20
Using Concrete Mix
142.43
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Bottom Plug
Grade M 20
Using Concrete Mix
555.89
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Sand filling in wells complete as per drawing and technical specifications
1287.43
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
Well Cap
RCC M35 Grade
Using Concrete mixer
309.26
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
114.92
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Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 PCC grade M15
7.77
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Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M 30
Without plasticiser
Using concrete mixture
50.96
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
88.37
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification
Clauses 614, 709, 1204.3.7
59
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35)
Height upto 5m
472.99
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Height 5 m to 10m
29.17
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30)
Height upto 5 m
37.86
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Height 5 m to 10m
16.28
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforcement elastomer confined withing a metal cylinder, sealing rings , dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel , meatal and elostomerelements to be as per IRC:83 part -I & II respectively and part confirming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MORT&H & S specification complete as per drawing and approved technical specification .
10000
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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
193.8
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202.
178.29
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High tensile steel wires / stands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specification.
53.36
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork (RCC/PSC GIRDERS & Slab)
PSC M-40
Height upto 5m
1767.6
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material)
265.78
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Drainage Spouts complete as per drawing and Technical specifications.
80
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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 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.
45
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PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211.
A With Crusher Stone
I Nominal Mix (1:2.5:5)
7.54
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Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.
a. [TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)].
15.75
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Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade Concrete with HYSD Reinforcement conforming to IRC:21 and dowel bar 25mm dia, asphalt filler board, keyed to the structure on whih it is built and installed as per design given in the enclouser to MORT&H circular no. RW/NH-33022/1/94-DO IIIdated June 1994 as per dimension in the approved drawing and at location directed by teh engineer, all as specified.
M 40 grade concrete
456.42
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
124.39
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Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701
1153.75
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Non-destructive testing with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department.
12
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Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format .
12
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Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.
1
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Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete.
4207.56
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Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications
Stone/Boulder
794.49
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Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.
612.02
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Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material.
Ordinary soil
Depth upto 3 m
40.5
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203.
PCC grade M 10
Nominal Mix (1:2.5:5)
4.5
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
RCC Grade M15
Using Concrete Mixer
7
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork.
RCC Grade M15
Height upto 5m
18
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Gabian Structure for Retaining Earth (Poviding and construction of gabain structure for retaining earth with segments of wire crates of size 7m x 3m x 0.6m each divided into 1.5m compartments by cross netting , made from 4mm galvanised steel wire @32kgs per 10sqm having manimum tensile strength of 300Mpa conforming to IS:280 and galvinizing coating confirming to IS:4826, woven into meshes with double twist ,mesh size not exceeding to 100mm x 100 mm , firred with boulders at least dimension of 200mm , all loose ends to be tied with 4mm galvenized steel wire)
77.4
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
1.06
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Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year.
20
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Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Pre Construction Stage: At minimum 2 locations
4
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Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Construction Stage: At minimum 2 locations
8
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Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Operation Stage: At minimum 2 locations
8
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Implementation of Enviromental and Social Management Plan
Water Monitoring: At Pre Construction Stage: At minimum 2 locations
2
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Implementation of Enviromental and Social Management Plan
Water Monitoring: At Construction Stage: At minimum 2 locations
4
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Implementation of Enviromental and Social Management Plan
Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
4
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Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Pre Construction Stage: At minimum 2 locations
2
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Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Construction Stage: At minimum 2 locations
4
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Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
4
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Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Pre Construction Stage: At minimum 2 locations
2
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Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Construction Stage: At minimum 2 locations
4
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Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Operation Stage: At 2 locations
4
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Implementation of Environmental and Social Management Plan
Ecology: At Construction Stage: At 2 locations (Biannually) for one year.
4
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Implementation of Environmental and Social Management Plan
Ecology: At Operation Stage: At 2 locations (Biannually)
4
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Community meetings in village, 2 times.
2
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A Provisional sum (Fixed Amount) for the items of utlity shifting and Tree cutting afforestation of Rs. 6,13,150.00 (not to be changed by the Bidders in BOQ)
1
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