Public Works Roads Department Tender
... More
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
₹ 8,68,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Nalbari District I. Br. No. 1/1 On Hahdoli To Malebhitha Kendukuchi Road Ii. Br. No. 1/1 On Helosa Kendubari Road To Barbila Village
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
2023_PWRDW_33824_5Bid Award Id
ViewTender No
CE/EAP/ARRBP111Tenders2023/85Tender 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
... More
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.
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
19.38
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
2130.3
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
5213.78
-
-
... More
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
Private land
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
1467.28
-
-
... More
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
Private land
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
555.62
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
219.16
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
228.83
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
73.44
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
78.07
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
73.44
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
78.07
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
953.88
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
1001.7
-
-
... More
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
2
-
-
... More
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
2
-
-
... More
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
b) 600mm Circular
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
2
-
-
... More
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
b) 600mm Circular
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
2
-
-
... More
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
c) 600mm x 450mm Rectangular
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
2
-
-
... More
Providing and fixing of retro-reflecorised cautionary, mandatory nadinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
c) 600mm x 450mm Rectangular
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
2
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
1
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
1
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
6.62
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
4.82
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
8
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
6
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
30
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
32
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
80
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
80
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
20
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
8
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
13
-
-
... More
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 Concrete
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
9.3
-
-
... More
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material
Upto 3m depth
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
446.38
-
-
... More
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material
Upto 3m depth
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
205.15
-
-
... More
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material
3m to 6m depth
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
41.98
-
-
... More
MS Liner for bored cat in situ concrete pile (Providing and installing 6mm MS liner for bored cast in situ concrete pile including applying protective coating as per drawing and technical specification and as directed by Engineer in Charge.
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
14.91
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
31.45
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
30.01
-
-
... More
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-1200mm)
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
216
-
-
... More
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-1200mm)
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
204
-
-
... More
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
a) Initial and Routine load test
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
1000
-
-
... More
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
a) Initial and Routine load test
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
1000
-
-
... More
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
b) Lateral load test
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
100
-
-
... More
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
b) Lateral load test
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
100
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
4
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
4
-
-
... More
Levelling course for Pile cap
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
8.08
-
-
... More
Levelling course for Pile cap
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
4.04
-
-
... More
Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203
PCC grade M15
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
7.02
-
-
... More
Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203
PCC grade M15
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
7.52
-
-
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification
Using Concrete Mixer
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
159.73
-
-
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification
Using Concrete Mixer
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
159.73
-
-
... More
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
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
32.65
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
33
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
16.42
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
10.72
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
37
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
21
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35)
Height upto 5m
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
126.74
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35)
Height upto 5m
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
56.83
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35)
Height 5 m to 10m
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
5.08
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30
Height upto 5 m
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
39.4
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30
Height upto 5 m
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
38.2
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30
Height 5 m to 10m
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
7.94
-
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30
Height 5 m to 10m ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
1.95
-
-
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications.
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
62400
-
-
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications.
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
62400
-
-
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
135.18
-
-
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
89.62
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
27.98
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
18.38
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork (RCC/PSC GIRDERS & Slab)
PSC M-35
Height upto 5m
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
155.27
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork (RCC/PSC GIRDERS & Slab)
PSC M-35
Height upto 5m
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
77.17
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material)
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
99.54
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material)
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
40.43
-
-
... More
Drainage Spouts complete as per drawing and Technical specifications.
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
10
-
-
... More
Drainage Spouts complete as per drawing and Technical specifications.
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
6
-
-
... More
Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture / supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for nstallation and clause 2506 of MORTS&H specification of bridge works.)
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
15
-
-
... More
Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture / supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for nstallation and clause 2506 of MORTS&H specification of bridge works.)
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
15
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
7.54
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
7.54
-
-
... More
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.
[TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)].
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
15.75
-
-
... More
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications.
[TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)].
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
15.75
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
72.88
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
61.38
-
-
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
18.64
-
-
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
13.58
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
187.27
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
157.2
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
2
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
2
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
2
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
2
-
-
... More
Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
1
-
-
... More
Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
1
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
546.51
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
1545.17
-
-
... More
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications
Stone/Boulder
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
62.44
-
-
... More
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications
Stone/Boulder
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
265.98
-
-
... More
Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
137.75
-
-
... More
Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
231.67
-
-
... More
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. 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 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department..
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
8
-
-
... More
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. 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 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department..
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
13
-
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
85.02
-
-
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
183.12
-
-
... More
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. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
20
-
-
... More
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. 1/1 on Helosa Kendubari Road to Barbila Village
20
-
-
... More
Ambient Air Monitoring: At Pre Construction Stage: At minimum 2 locations
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
4
-
-
... More
Ambient Air Monitoring: At Pre Construction Stage: At minimum 2 locations
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Construction Stage: At minimum 2 locations i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
8
-
-
... More
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
8
-
-
... More
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Operation Stage: At minimum 2 locations i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
8
-
-
... More
Implementation of Enviromental and Social Management Plan
Ambient Air Monitoring: At Operation Stage: At minimum 2 locations ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
8
-
-
... More
Implementation of Enviromental and Social Management Plan
Water Monitoring: At Pre Construction Stage: At minimum 2 locations i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
2
-
-
... More
Implementation of Enviromental and Social Management Plan
Water Monitoring: At Pre Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
2
-
-
... More
Implementation of Enviromental and Social Management Plan
Water Monitoring: At Construction Stage: At minimum 2 locations i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Water Monitoring: At Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Pre Construction Stage: At minimum 2 locations i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
2
-
-
... More
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Pre Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
2
-
-
... More
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Construction Stage: At minimum 2 locations i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Pre Construction Stage: At minimum 2 locations i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
2
-
-
... More
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Pre Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
2
-
-
... More
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Construction Stage: At minimum 2 locations i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Construction Stage: At minimum 2 locations ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Operation Stage: At 2 locations
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
4
-
-
... More
Implementation of Enviromental and Social Management Plan
Soil Monitoring: At Operation Stage: At 2 locations
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
4
-
-
... More
Implementation of Environmental and Social Management Plan
Ecology: At Construction Stage: At 2 locations (Biannually) for one year.
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
4
-
-
... More
Implementation of Environmental and Social Management Plan
Ecology: At Construction Stage: At 2 locations (Biannually) for one year.
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
4
-
-
... More
Implementation of Environmental and Social Management Plan
Ecology: At Operation Stage: At 2 locations (Biannually)
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
4
-
-
... More
Implementation of Environmental and Social Management Plan
Ecology: At Operation Stage: At 2 locations (Biannually)
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
4
-
-
... More
Community meetings in village, 2 times.
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
2
-
-
... More
Community meetings in village, 2 times.
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
2
-
-
... More
A Provisional sum (Fixed Amount) for the items of utility shifting and Tree cutting afforestation of Rs. 14,30,277.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 1/1 on Hahdoli to Malebhitha Kendukuchi Road
1
-
-
... More
A Provisional sum (Fixed Amount) for the items of utility shifting and Tree cutting afforestation of Rs. 3,42,335.00 (not to be changed by the Bidders in BOQ)
ii) Br. No. 1/1 on Helosa Kendubari Road to Barbila Village
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements