Public Works Roads Department Tender
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Costs
EMD
₹ 6,04,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Baksa District I. Br. No. 2/1 On Quarry Chowk To Dighaldonga Road Ii.br. No. 1/2 On Bali Village Road
Description
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Contact
Tender Id
2024_PWRDW_37049_11Bid Award Id
ViewTender No
No CEEAPARRBP01TENDERS2024/9Tender Authority
Public Works Roads Department ViewPurchaser Address
-
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Documents
BOQ Items
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
282.43
-
-
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. 1/2 on Bali Village Road
5344.47
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
3503.87
-
-
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. 1/2 on Bali Village Road
678.21
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
608.76
-
-
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. 1/2 on Bali Village Road
271.54
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
238.85
-
-
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. 1/2 on Bali Village Road
94.9
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
80.86
-
-
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. 1/2 on Bali Village Road
94.9
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
80.86
-
-
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. 1/2 on Bali Village Road
1221.25
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
1036.44
-
-
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) 600mm Equilateral triangle
ii) Br. No. 1/2 on Bali Village Road
2
-
-
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) 600mm Equilateral triangle
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
2
-
-
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) 600mm Circular
ii) Br. No. 1/2 on Bali Village Road
2
-
-
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) 600mm Circular
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
2
-
-
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) 600mm x 450mm Rectangular
ii) Br. No. 1/2 on Bali Village Road
2
-
-
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) 600mm x 450mm Rectangular
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
2
-
-
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. 1/2 on Bali Village Road
1
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
1
-
-
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. 1/2 on Bali Village Road
6.61
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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.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
6.61
-
-
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. 1/2 on Bali Village Road
8
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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. 2/1 on Quarry Chowk to Dighaldonga Road
8
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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. 1/2 on Bali Village Road
30
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
24
-
-
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. 1/2 on Bali Village Road
80
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
80
-
-
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.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
14
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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)
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
18
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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.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
1
-
-
Providing and constructing one span service road to reach island location from one pier location to another pier location.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
10
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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 the excavated tearth to the extent required and utilising the remaining earth locally for road work.)
Ordinary Soil
Upto 3m depth
ii) Br. No. 1/2 on Bali Village Road
281.59
-
-
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 the excavated tearth to the extent required and utilising the remaining earth locally for road work.)
Ordinary Soil
Upto 3m depth
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
435.74
-
-
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.
ii) Br. No. 1/2 on Bali Village Road
19.82
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
19.3
-
-
Levelling course for Pile cap
ii) Br. No. 1/2 on Bali Village Road
4.28
-
-
Levelling course for Pile cap
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
4.57
-
-
Providing concrete for plain/ Reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203
With Crushed Stone
PCC Grade M-15
Nominal mix (1:2.5:5)
ii) Br. No. 1/2 on Bali Village Road
12.39
-
-
Providing concrete for plain/ Reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203
With Crushed Stone
PCC Grade M-15
Nominal mix (1:2.5:5)
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
11.87
-
-
Bored cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and leads (Pile diameter1000mm).
ii) Br. No. 1/2 on Bali Village Road
192
-
-
Bored cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and leads (Pile diameter1000mm).
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
144
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(a) Initial and Routine load test
ii) Br. No. 1/2 on Bali Village Road
600
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(a) Initial and Routine load test
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
600
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(b) Lateral load test
ii) Br. No. 1/2 on Bali Village Road
50
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(b) Lateral load test
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
50
-
-
Pile intrigity test Integrity testing of all piles by using pile driving analyser or equivalent as approved by Engineer-in-Charge and detailed in specification. Test to be carried out by an approved reputed agency item to include all out incidental work to execute the job.
ii) Br. No. 1/2 on Bali Village Road
8
-
-
Pile intrigity test Integrity testing of all piles by using pile driving analyser or equivalent as approved by Engineer-in-Charge and detailed in specification. Test to be carried out by an approved reputed agency item to include all out incidental work to execute the job.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
8
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
ii) Br. No. 1/2 on Bali Village Road
215.37
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
157.6
-
-
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M 35
Without plasticiser
Using concrete mixture
ii) Br. No. 1/2 on Bali Village Road
67.77
-
-
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M 35
Without plasticiser
Using concrete mixture
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
83.52
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.Using Concrete Mixer
ii) Br. No. 1/2 on Bali Village Road
66.3
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.Using Concrete Mixer
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
70.56
-
-
Supplying, fitting and placing TMT (Fe-500 D) creinforcement 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. 1/2 on Bali Village Road
8.37
-
-
Supplying, fitting and placing TMT (Fe-500 D) creinforcement 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
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
6.56
-
-
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. 1/2 on Bali Village Road
54
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
19
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M35 Grade
ii) Br. No. 1/2 on Bali Village Road
120.56
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M35 Grade
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
94.24
-
-
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 surfaces 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. 1/2 on Bali Village Road
76.43
-
-
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 surfaces 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. 2/1 on Quarry Chowk to Dighaldonga Road
57.59
-
-
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. 1/2 on Bali Village Road
5.77
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
7.52
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork
Without Plasticiser
Height 5m to 10m
RCC/PSC Grade M35
Using Concrete Mixer
ii) Br. No. 1/2 on Bali Village Road
80.08
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork
Without Plasticiser
Height 5m to 10m
RCC/PSC Grade M35
Using Concrete Mixer i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
130.27
-
-
Drainage Spouts complete as per drawing and Technical specifications.
ii) Br. No. 1/2 on Bali Village Road
8
-
-
Drainage Spouts complete as per drawing and Technical specifications.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
9
-
-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
ii) Br. No. 1/2 on Bali Village Road
17
-
-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
17
-
-
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. 1/2 on Bali Village Road
7.54
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
8.02
-
-
Reinforced cement concrete 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. 1/2 on Bali Village Road
15.75
-
-
Reinforced cement concrete 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)
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
16.76
-
-
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. 1/2 on Bali Village Road
68.8
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
68.42
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
ii) Br. No. 1/2 on Bali Village Road
14.96
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
17.71
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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. 1/2 on Bali Village Road
183.23
-
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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. 2/1 on Quarry Chowk to Dighaldonga Road
181.04
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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.
ii) Br. No. 1/2 on Bali Village Road
3
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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.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
3
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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 .
ii) Br. No. 1/2 on Bali Village Road
3
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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 .
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
3
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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. 1/2 on Bali Village Road
252.47
-
-
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. 2/1 on Quarry Chowk to Dighaldonga Road
90.71
-
-
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder
ii) Br. No. 1/2 on Bali Village Road
75.74
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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. 2/1 on Quarry Chowk to Dighaldonga Road
27.21
-
-
Providing and laying boulder apron laid in wire crateswith4mmdiaGIwireconformingtoIS:280 and IS:4826 in 100mmx100mmmesh (woven diagonally) including 10 percent extra for lapsand joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.ii) Br. No. 1/2 on Bali Village Road
15.73
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-
Providing and laying boulder apron laid in wire crateswith4mmdiaGIwireconformingtoIS:280 and IS:4826 in 100mmx100mmmesh (woven diagonally) including 10 percent extra for lapsand joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
9.43
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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. i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
12
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-
Construction of embankment with approved material obtained from borrow pit with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with all leads as per Technical Specification Clause 301.5.
I Private Land
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
81.75
-
-
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.
ii) Br. No. 1/2 on Bali Village Road
20
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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.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
20
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-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
ii) Br. No. 1/2 on Bali Village Road
4
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
4
-
-
Implementation of Environmental and Social Management PlanAmbient 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. 1/2 on Bali Village Road
8
-
-
Implementation of Environmental and Social Management PlanAmbient 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. 2/1 on Quarry Chowk to Dighaldonga Road
8
-
-
Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year.
ii) Br. No. 1/2 on Bali Village Road
8
-
-
Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
8
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
ii) Br. No. 1/2 on Bali Village Road
2
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
2
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) Br. No. 1/2 on Bali Village Road
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/2 on Bali Village Road
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
4
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
ii) Br. No. 1/2 on Bali Village Road
2
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
2
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) Br. No. 1/2 on Bali Village Road
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/2 on Bali Village Road
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
4
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
ii) Br. No. 1/2 on Bali Village Road
2
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
2
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) Br. No. 1/2 on Bali Village Road
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/2 on Bali Village Road
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
ii) Br. No. 1/2 on Bali Village Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
ii) Br. No. 1/2 on Bali Village Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
4
-
-
Community meetings in village, 2 times.
ii) Br. No. 1/2 on Bali Village Road
2
-
-
Community meetings in village, 2 times.
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
2
-
-
A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 11,43,237.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 2/1 on Quarry Chowk to Dighaldonga Road
1
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-
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 6,95,200.00 (not to be changed by the Bidders in BOQ)
ii) Br. No. 1/2 on Bali Village Road
1
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-
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