Public Works Roads Department Tender
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Costs
EMD
₹ 10,04,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Baksa District I) Br. No. 13/1 On Tihudoomni Road Ii) Br. No. 3/1 On Bheblaboropara To Naochali Road
Description
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Contact
Tender Id
2024_PWRDW_38064_7Bid Award Id
ViewTender No
CE/EAPARRBP111TENDERS2024PtI12Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5
i. Private Land i) Br. No. 13/1 on Tihu Doomni Road
569.97
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Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5
i. Private Land ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
10217.26
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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
i) Br. No. 13/1 on Tihu Doomni Road
464.51
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
1082.25
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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
i) Br. No. 13/1 on Tihu Doomni Road
183.2
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
426.9
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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
i) Br. No. 13/1 on Tihu Doomni Road
62.84
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
145.79
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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
i) Br. No. 13/1 on Tihu Doomni Road
62.84
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
145.79
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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.
i) Br. No. 13/1 on Tihu Doomni Road
806.77
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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.
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
1870.84
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Providing and fixing of retro-reflecorised cautionary, mandatory nad informatory 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) 600 mm Equilateral triangle
i) Br. No. 13/1 on Tihu Doomni Road
2
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Providing and fixing of retro-reflecorised cautionary, mandatory nad informatory 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) 600 mm Equilateral triangle
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
2
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Providing and fixing of retro-reflecorised cautionary, mandatory nad informatory 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
b) 600 mm Circular
i) Br. No. 13/1 on Tihu Doomni Road
2
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Providing and fixing of retro-reflecorised cautionary, mandatory nad informatory 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
b) 600 mm Circular
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
2
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Providing and fixing of retro-reflecorised cautionary, mandatory nad informatory 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
c) 600 mm X 450 mm Rectangular
i) Br. No. 13/1 on Tihu Doomni Road
2
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Providing and fixing of retro-reflecorised cautionary, mandatory nad informatory 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
c) 600 mm X 450 mm Rectangular
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
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
i) Br. No. 13/1 on Tihu Doomni Road
1
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
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.
ii) Br. No. 13/1 on Tihu Doomni Road
4.06
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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.
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
11.71
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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
i) Br. No. 13/1 on Tihu Doomni Road
6
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
14
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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.
i) Br. No. 13/1 on Tihu Doomni Road
16
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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.
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
62
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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
i) Br. No. 13/1 on Tihu Doomni Road
80
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
80
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Labour for taking out old piles of timber bridge with necessary sacffolding, jati bamboos, jumper ropes etc., complete and stacking them at suitable places as directed. ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
21
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Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
64.3
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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 Specification Clause 202.
(B) Cement Mortar
i) Br. No. 13/1 on Tihu Doomni Road
171.97
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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
71.00
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
1
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Providing and constructing one span service road to reach island location from one pier location to another pier location.
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
18
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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
Upto 3 m depth
i) Br. No. 13/1 on Tihu Doomni Road
334.07
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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
3 m to 6 m depth
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
411.29
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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 & 1202.
i) Br. No. 13/1 on Tihu Doomni Road
1.14
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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
i) Br. No. 13/1 on Tihu Doomni Road
18.01
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Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. RCC Grade M 35
i) Br. No. 13/1 on Tihu Doomni Road
68.37
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Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. RCC Grade M 30
i) Br. No. 13/1 on Tihu Doomni Road
23.67
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Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specifications clauses 1205.5.7.
i) Br. No. 13/1 on Tihu Doomni Road
16
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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.
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
3.56
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
Well Curb RCC M35 Grade
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
94.44
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork.
Well Steining RCC M35 Grade
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
730.42
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
6
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Beyond 3m upto 10m depth
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
14
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Beyond 10m upto 20m
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
18
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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.
Sandy Soil
Depth below bed level upto 3.0 M
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
3
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Beyond 3m upto 10m depth
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
7
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Beyond 10m upto 20m
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
6
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
45.24
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Bottom Plug Grade M 20
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
224.78
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Sand filling in wells complete as per drawing and technical specifications
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
527.79
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
132.2
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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)
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
57.52
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Providing concrete for Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203. PCC grade M 15
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
8.59
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Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M30
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
42.53
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
27.31
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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
i) Br. No. 13/1 on Tihu Doomni Road
33
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
57
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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 i) Br. No. 13/1 on Tihu Doomni Road
33.12
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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 ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
198.63
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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 to 10m ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
12.96
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30)
Height upto 5 m
i) Br. No. 13/1 on Tihu Doomni Road
23.87
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30)
Height upto 5 m
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
45.14
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30)
Height 5 m to 10 m
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
14.62
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications. ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
124800
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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
i) Br. No. 13/1 on Tihu Doomni Road
57.85
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
170.5
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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.
i) Br. No. 13/1 on Tihu Doomni Road
11.94
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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.
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
51.07
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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 GIRDERS & Slab M-35)
i) Br. No. 13/1 on Tihu Doomni Road
54.86
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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 GIRDERS & Slab M-35)
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
310.54
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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)
i) Br. No. 13/1 on Tihu Doomni Road
157.42
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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)
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
211.33
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Drainage Spouts complete as per drawing and Technical specifications.
i) Br. No. 13/1 on Tihu Doomni Road
5
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Drainage Spouts complete as per drawing and Technical specifications. ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
20
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Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture / supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for nstallation and clause 2506 of MORTS&H specification of bridge works.) ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
22.5
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
i) Br. No. 13/1 on Tihu Doomni Road
17
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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)
i) Br. No. 13/1 on Tihu Doomni Road
7.54
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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)
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
7.54
-
-
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Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.
[TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)].
i) Br. No. 13/1 on Tihu Doomni Road
15.75
-
-
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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)].
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
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
i) Br. No. 13/1 on Tihu Doomni Road
44.19
-
-
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
131.08
-
-
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
i) Br. No. 13/1 on Tihu Doomni Road
11.39
-
-
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
33.08
-
-
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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
i) Br. No. 13/1 on Tihu Doomni Road
108.47
-
-
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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
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
333.71
-
-
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Non-destructive tecting with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format .
i) Br. No. 13/1 on Tihu Doomni Road
1
-
-
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Non-destructive tecting with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format .
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
6
-
-
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Non-destructive tecting 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.
i) Br. No. 13/1 on Tihu Doomni Road
1
-
-
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Non-destructive tecting 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.
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
6
-
-
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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.
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
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.
i) Br. No. 13/1 on Tihu Doomni Road
24.32
-
-
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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.
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
1427.04
-
-
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Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications
Stone/Boulder
i) Br. No. 13/1 on Tihu Doomni Road
7.3
-
-
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Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications
Stone/Boulder
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
229.41
-
-
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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.
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
232.98
-
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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.
Depth upto 3 m
With Dewatering
i) Br. No. 13/1 on Tihu Doomni Road
385.93
-
-
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Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303 (Flooring should consist of 150 mm thick flat stone/bricks on edge in cement mortar 1:3 laid over 300 mm thick cement concrete M20 grade laid over a layer of 150 mm thick cement concrete M15 grade) Rubble stone laid in cement mortar 1:3 i) Br. No. 13/1 on Tihu Doomni Road
15.18
-
-
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Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. PCC Grade M-20
i) Br. No. 13/1 on Tihu Doomni Road
60.72
-
-
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall
i) Br. No. 13/1 on Tihu Doomni Road
68.31
-
-
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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
i) Br. No. 13/1 on Tihu Doomni Road
24.97
-
-
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Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork.
PCC Grade M15
i)Tihu Doomni Road (Bridge no. 13/1)
58.51
-
-
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Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications 304. 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, Mechanical Means, With dewatering
Depth upto 3 m
i)Tihu Doomni Road (Bridge no. 13/1)
20.03
-
-
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Providing concrete for Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203. PCC grade M10
i) Br. No. 13/1 on Tihu Doomni Road
2.86
-
-
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Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications 1500,1700 & 2100 including steel shuttering formwork. Without plasticiser .PCC Grade M 15
i) Br. No. 13/1 on Tihu Doomni Road
4.45
-
-
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1500,1700 & 2200. PCC Grade M 15
Height upto 5m
i) Br. No. 13/1 on Tihu Doomni Road
3.82
-
-
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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 & 1202.
i) Br. No. 13/1 on Tihu Doomni Road
0.84
-
-
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1200 mm dia
i) Br. No. 13/1 on Tihu Doomni Road
15
-
-
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Construction of cold weather Bamboo Bridge overall width of 3.70m and clear road way 3m with jungle wood post 20 cm to 25cm dia 5 nos. in each rows and rows being 2.1 m apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25 cm centre to centre and placed over 20cm dia,jungle wood dham , 15cm dia . jungle wood bracing collar fixed by bolts and nut , straps etc . mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38 mm thick 1 st class local wood plank fixed on 75mm x 100mm first class wood battens 120cm apart and 3 lines of jati Bambbo horizontal railing fixed in bholuka bamboo post palced at 210cm apart and white washed including all necessary nuts and bolts, coir ropes ,struts ,nail etc. complete with layers of brushwood to exposed portion out side trackway with earth topping complete as per direction of the Department.
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
30
-
-
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Construction of embankment with approved material obtained from borrow pits with all 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 all leads & lifts as per Technical Specification Clause 301.5
i. Private Land i) Br. No. 13/1 on Tihu Doomni Road
142.25
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Construction of embankment with approved material obtained from borrow pits with all 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 all leads & lifts as per Technical Specification Clause 301.5
i. Private Land ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
114.45
-
-
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Planting of 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.
i) Br. No. 13/1 on Tihu Doomni Road
20
-
-
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Planting of 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.
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
20
-
-
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Implementation of Enviromental and Social Management Plan Ambient Air Monitoring: At Pre Construction Stage: At minimum 2 locations
i) Br. No. 13/1 on Tihu Doomni Road
4
-
-
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Implementation of Enviromental and Social Management Plan Ambient Air Monitoring: At Pre Construction Stage: At minimum 2 locations
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year
i) Br. No. 13/1 on Tihu Doomni Road
8
-
-
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Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
8
-
-
... More
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year
i) Br. No. 13/1 on Tihu Doomni Road
8
-
-
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Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
8
-
-
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Implementation of Enviromental and Social Management Plan Water Monitoring: At Pre Construction Stage: At minimum 2 locations i) Br. No. 13/1 on Tihu Doomni Road
2
-
-
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Implementation of Enviromental and Social Management Plan Water Monitoring: At Pre Construction Stage: At minimum 2 locations Bridge No. -3/1 Bhebla Boropara to Naosali Road
2
-
-
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Implementation of Enviromental and Social Management Plan
Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year
i) Br. No. 13/1 on Tihu Doomni Road
4
-
-
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Implementation of Enviromental and Social Management Plan
Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
4
-
-
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Implementation of Enviromental and Social Management Plan
Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually)
i) Br. No. 13/1 on Tihu Doomni Road
4
-
-
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Implementation of Enviromental and Social Management Plan
Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually)
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan Noise Monitoring: At Pre Construction Stage: At minimum 2 locations
i) Br. No. 13/1 on Tihu Doomni Road
2
-
-
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Implementation of Enviromental and Social Management Plan Noise Monitoring: At Pre Construction Stage: At minimum 2 locations
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
2
-
-
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Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year
i) Br. No. 13/1 on Tihu Doomni Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually)
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually)
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
4
-
-
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Implementation of Enviromental and Social Management Plan Soil Monitoring: At Pre Construction Stage: At minimum 2 locations i) Br. No. 13/1 on Tihu Doomni Road
2
-
-
... More
Implementation of Enviromental and Social Management Plan Soil Monitoring: At Pre Construction Stage: At minimum 2 locations ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
2
-
-
... More
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year
i) Br. No. 13/1 on Tihu Doomni Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually)
i) Br. No. 13/1 on Tihu Doomni Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually)
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Ecology: At Construction Stage: At 2 locations (Biannually) for one year
i) Br. No. 13/1 on Tihu Doomni Road
4
-
-
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Implementation of Enviromental and Social Management Plan
Ecology: At Construction Stage: At 2 locations (Biannually) for one year
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
4
-
-
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Implementation of Enviromental and Social Management Plan
Ecology: At Operation Stage: At 2 locations (Biannually)
i) Br. No. 13/1 on Tihu Doomni Road
4
-
-
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Implementation of Enviromental and Social Management Plan
Ecology: At Operation Stage: At 2 locations (Biannually)
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
4
-
-
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Community meetings in village, 2 times
i) Br. No. 13/1 on Tihu Doomni Road
2
-
-
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Community meetings in village, 2 times
ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
2
-
-
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A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 11,35,762.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 13/1 on Tihu Doomni Road
1
-
-
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A Provisional sum (Fixed Amount) for the items of utility shifting & Tree cutting afforestation of Rs. 15,14,979.00 (not to be changed by the Bidders in BOQ) ii) Br. No. 3/1 on Bhebla Boropara to Naochali Road
1
-
-
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