Public Works Roads Department Tender
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Costs
EMD
₹ 7,42,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Udalguri District I) Br. No. 1/4 On Ratanpur Chenipara Railway Gate Ii) Br. No. 2/1 On Pachim Aminpara Road
Description
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Contact
Tender Id
2024_PWRDW_37426_16Bid Award Id
ViewTender No
CE/EAP/ARRBP/01/Tenders2024/28Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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. 1/4 on Ratanpur Chenipara Railway Gate
1832.17
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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. 2/1 on Pachim Aminpara Road
5250.99
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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. 1/4 on Ratanpur Chenipara Railway Gate
406.67
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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. 2/1 on Pachim Aminpara Road
779.54
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
164.28
-
-
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. 2/1 on Pachim Aminpara Road
305.14
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
57.54
-
-
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. 2/1 on Pachim Aminpara Road
103
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
57.54
-
-
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. 2/1 on Pachim Aminpara Road
103
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
740.59
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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. 2/1 on Pachim Aminpara Road
1319.78
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
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
ii) Br. No. 2/1 on Pachim Aminpara 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. 1/4 on Ratanpur Chenipara Railway Gate
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. 2/1 on Pachim Aminpara 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. 1/4 on Ratanpur Chenipara Railway Gate
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. 2/1 on Pachim Aminpara 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
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
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
ii) Br. No. 2/1 on Pachim Aminpara 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.
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
6.61
-
-
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. 2/1 on Pachim Aminpara Road
8.45
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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. 1/4 on Ratanpur Chenipara Railway Gate
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
ii) Br. No. 2/1 on Pachim Aminpara Road
10
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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. 1/4 on Ratanpur Chenipara Railway Gate
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. 2/1 on Pachim Aminpara Road
36
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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. 1/4 on Ratanpur Chenipara Railway Gate
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
ii) Br. No. 2/1 on Pachim Aminpara 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. 1/4 on Ratanpur Chenipara Railway Gate
24
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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. 2/1 on Pachim Aminpara Road
18
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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) Ratanpurto Chenipara Railway Gate (Bridge No.1/4) (3x7.0m)
17
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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. 2/1 on Pachim Aminpara Road
27.85
-
-
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification.
i) Ratanpurto Chenipara Railway Gate (Bridge No.1/4) (3x7.0m)
1
-
-
Providing and constructing one span service road to reach island location from one pier location to another pier location.
i) Ratanpurto Chenipara Railway Gate (Bridge No.1/4) (3x7.0m)
10
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
666.16
-
-
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. 2/1 on Pachim Aminpara Road
238.07
-
-
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
3m to 6m depth
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
195.72
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
21.23
-
-
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. 2/1 on Pachim Aminpara Road
28
-
-
Levelling course for Pile cap
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
4.75
-
-
Levelling course for Pile cap
ii) Br. No. 2/1 on Pachim Aminpara Road
8.08
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
16.52
-
-
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. 2/1 on Pachim Aminpara Road
6.13
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
144
-
-
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. 2/1 on Pachim Aminpara Road
192
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(a) Initial and Routine load test
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
600
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(a) Initial and Routine load test
ii) Br. No. 2/1 on Pachim Aminpara Road
1000
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(b) Lateral load test
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
50
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(b) Lateral load test
ii) Br. No. 2/1 on Pachim Aminpara Road
100
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
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.
ii) Br. No. 2/1 on Pachim Aminpara Road
4
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
262.45
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Granular material
ii) Br. No. 2/1 on Pachim Aminpara Road
59.99
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
113.41
-
-
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M 30
Without plasticiser
Using concrete mixture
ii) Br. No. 2/1 on Pachim Aminpara Road
30.07
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.Using Concrete Mixer
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
73.15
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.Using Concrete Mixer
ii) Br. No. 2/1 on Pachim Aminpara Road
159.73
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
10.18
-
-
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. 2/1 on Pachim Aminpara Road
13.06
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
31
-
-
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. 2/1 on Pachim Aminpara Road
20
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M35 Grade
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
163.6
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M35 Grade
ii) Br. No. 2/1 on Pachim Aminpara Road
73.72
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M30 Grade
ii) Br. No. 2/1 on Pachim Aminpara Road
31.91
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height 5m to 10m
RCC M30 Grade
ii) Br. No. 2/1 on Pachim Aminpara Road
7.11
-
-
Supplying, fitting and fixing in position true to
line and level POT-PTFE bearing consisting of a
metal piston supported by a disc or
unreinforcement elastomer confined withing a
metal cylinder, sealing rings , dust seals, PTFE
surface sliding against stainlesssteel matting
surfaces, complete assembly to be of cast
steel/fabricated structural steel , meatal and
elostomerelements to be as per IRC:83 part -I &
II respectively and part confirming to BS: 5400,
section 9.1 & 9.2 and clause 2006 of MORT&H &
S specification complete as per drawing and
approved technical specification . ii) Br. No. 2/1 on Pachim Aminpara Road
2000
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
94.72
-
-
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. 2/1 on Pachim Aminpara Road
95.11
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
7.62
-
-
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. 2/1 on Pachim Aminpara Road
19.19
-
-
High tensile steel wires / stands including all
accessories for stressing, stressing operations
and grouting complete as per drawing and
Technical Specification
7.19
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
135.01
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork
Without Plasticiser
Height upto 5m
RCC/PSC Grade M40
Using Concrete Mixer ii) Br. No. 2/1 on Pachim Aminpara Road
216.7
-
-
Drainage Spouts complete as per drawing and Technical specifications.
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
9
-
-
Drainage Spouts complete as per drawing and Technical specifications.
ii) Br. No. 2/1 on Pachim Aminpara Road
12
-
-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
17
-
-
Providing and laying of a strip seal expansion
joint catering to maximum horizontal movement
up to 70 mm, complete as per approved
drawings and standard specifications to be
installed by the manufacturer/supplier or their
authorised representative ensuring compliance
to the manufacturer's instructions for
installation. ii) Br. No. 2/1 on Pachim Aminpara Road
15
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
8.32
-
-
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. 2/1 on Pachim Aminpara Road
7.54
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
17.38
-
-
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. 2/1 on Pachim Aminpara Road
15.75
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
81.28
-
-
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. 2/1 on Pachim Aminpara Road
90.33
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
18.21
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
ii) Br. No. 2/1 on Pachim Aminpara Road
22.13
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
215.39
-
-
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. 2/1 on Pachim Aminpara Road
230.23
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
3
-
-
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. 2/1 on Pachim Aminpara Road
4
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
3
-
-
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. 2/1 on Pachim Aminpara Road
4
-
-
Load testing of one or more spans of bridge as
selected 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. 2/1 on Pachim Aminpara Road
1
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
172.51
-
-
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. 2/1 on Pachim Aminpara Road
783.04
-
-
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
51.75
-
-
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder
ii) Br. No. 2/1 on Pachim Aminpara Road
119.99
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
13
-
-
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. 2/1 on Pachim Aminpara Road
196.62
-
-
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) Ratanpurto Chenipara Railway Gate (Bridge No.1/4) (3x7.0m)
10
-
-
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. 2/1 on Pachim Aminpara Road
15
-
-
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) Ratanpurto Chenipara Railway Gate (Bridge No.1/4) (3x7.0m)
130.8
-
-
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
ii) Br. No. 2/1 on Pachim Aminpara Road
93.2
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
20
-
-
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. 2/1 on Pachim Aminpara Road
20
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
4
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
ii) Br. No. 2/1 on Pachim Aminpara 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
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
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
ii) Br. No. 2/1 on Pachim Aminpara 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. 1/4 on Ratanpur Chenipara Railway Gate
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. 2/1 on Pachim Aminpara Road
8
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
2
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
ii) Br. No. 2/1 on Pachim Aminpara Road
2
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
4
-
-
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. 2/1 on Pachim Aminpara Road
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 2/1 on Pachim Aminpara Road
4
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
2
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
ii) Br. No. 2/1 on Pachim Aminpara Road
2
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
4
-
-
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. 2/1 on Pachim Aminpara Road
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 2/1 on Pachim Aminpara Road
4
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
2
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
ii) Br. No. 2/1 on Pachim Aminpara Road
2
-
-
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. 1/4 on Ratanpur Chenipara Railway Gate
4
-
-
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. 2/1 on Pachim Aminpara Road
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 2/1 on Pachim Aminpara Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
ii) Br. No. 2/1 on Pachim Aminpara Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
ii) Br. No. 2/1 on Pachim Aminpara Road
4
-
-
Community meetings in village, 2 times.
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
2
-
-
Community meetings in village, 2 times.
ii) Br. No. 2/1 on Pachim Aminpara Road
2
-
-
A Provisional sum (Fixed Amount) for the items of Tree Cutting of Rs. 2,06,738.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 1/4 on Ratanpur Chenipara Railway Gate
1
-
-
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 96,962.00 (not to be changed by the Bidders in BOQ)
ii) Br. No. 2/1 on Pachim Aminpara Road
1
-
-
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