Public Works Roads Department Tender
BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.
Costs
EMD
₹ 6,68,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Baksa District I.br. No. 1/1 On Sh-10 To Bhogpur Road Ii. Br. No. 3/1 On Athiabari To Manikpur
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_PWRDW_36849_15Bid Award Id
ViewTender No
RFB No. CEEAPARRBP111TENDERS2024-41Tender Authority
Public Works Roads Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
2635.16
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
3232.8
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
605.54
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
583.46
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
241.29
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
237.11
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
82.83
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
84.36
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
82.83
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
84.36
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
1063.52
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
1087.9
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
6.13
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
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
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
8
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
8
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
28
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
22
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
80
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantling material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. II By Mechanical Means (B) Reinforced Cement Concretei) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
63.96
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
12
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
24.75
-
-
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification.
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
2
-
-
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification.
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
2
-
-
Providing and constructing one span service road to reach island location from one pier location to another pier location.
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
20
-
-
Providing and constructing one span service road to reach island location from one pier location to another pier location.
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
20
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
651.16
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
720.9
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
183.48
-
-
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
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
141.96
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
22.09
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
20.24
-
-
Levelling course for Pile cap
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
4.28
-
-
Levelling course for Pile cap
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
4.28
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
16.49
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
18.81
-
-
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 diameter-1000mm)
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
167.99
-
-
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 diameter-1000mm)
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
180
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
a) Initial and Routine load test
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
600
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
a) Initial and Routine load test
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
600
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
b) Lateral load test
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
50
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
b) Lateral load test
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
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.
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
8
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
95.27
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
123.99
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.
Using Concrete Mixer
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
66.3
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.
Using Concrete Mixer
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
66.3
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
10.7
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
11.12
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
33
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
63
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification and steel shuttering formwork
Height up to 5m RCC M35 Grade
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
170.93
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification and steel shuttering formwork Height up to 5m RCC M35 Grade
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
176.44
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.
A Granular Material
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
275.18
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
99.94
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
96.83
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork.
Without Plasticiser
RCC/PSC Grade M35
Using Concrete Mixer
For Solid Slab Superstructure - Height 5m to 10m
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
137.88
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
6.37
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
7.58
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork
Without Plasticiser
RCC/PSC Grade M35
Height 5m to 10m
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
93.53
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material)
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
280.48
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
8.13
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
16.99
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
15.75
-
-
Drainage Spouts complete as per drawing and Technical specifications.
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
9
-
-
Drainage Spouts complete as per drawing and Technical specifications.
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
10
-
-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
17
-
-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
17
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
77.2
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
88.04
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
15.95
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
18.56
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
205.69
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
233.68
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
3
-
-
Non-destructive testing with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
3
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
188.25
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
250.03
-
-
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
56.47
-
-
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
75.01
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
13.58
-
-
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
15.66
-
-
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
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
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
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
114.45
-
-
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
20
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
4
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
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) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
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) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
8
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
2
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
2
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
4
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
2
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
2
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
4
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
2
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
2
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
4
-
-
Community meetings in village, 2 times.
i) Athiabari to Manikpur (Bridge No. 3/1) (3X6)
2
-
-
Community meetings in village, 2 times.
ii) SH-10 to Bhogpur Road (Bridge No. 1/1) (3x8.0m)
2
-
-
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 4,68,407.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 1/1 on SH-10 to Bhogpur Road
1
-
-
A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 17,10,877.00 (not to be changed by the Bidders in BOQ)
ii) Br. No. 3/1 on Athiabari to Manikpur
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements