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
₹ 13,77,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Kamrup District I) Br. No. 1/1 On Rangia Biweekly Ii) Br. No. 6/1 On Changsari Sessa Road Iii) Br. No. 6/2 On Changsari Sessa Road
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_38064_15Bid Award Id
ViewTender No
CE/EAPARRBP111TENDERS2024PtI12Tender 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
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections.
i) Br. No. 1/1 on Rangia Biweekly market
235.81
-
-
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 Rangia Biweekly market
188.48
-
-
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. 6/1 on Changsari Sessa Road
1678.83
-
-
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 iii) Br. No. 6/2 on Changsari Sessa Road
843.32
-
-
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. 1/1 on Rangia Biweekly market
271.44
-
-
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. 6/1 on Changsari Sessa Road
162.46
-
-
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
iii) Br. No. 6/2 on Changsari Sessa Road
158.07
-
-
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 Rangia Biweekly market
108.29
-
-
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) Br. No. 6/1 on Changsari Sessa Road
66.79
-
-
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
iii) Br. No. 6/2 on Changsari Sessa Road
66.34
-
-
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 Rangia Biweekly market
37.44
-
-
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. 6/1 on Changsari Sessa Road
23.85
-
-
Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading II Material
iii) Br. No. 6/2 on Changsari Sessa Road
24.09
-
-
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 Rangia Biweekly market
37.44
-
-
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. 6/1 on Changsari Sessa Road
23.85
-
-
Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading III Material
iii) Br. No. 6/2 on Changsari Sessa Road
24.09
-
-
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 Rangia Biweekly market
487.45
-
-
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. 6/1 on Changsari Sessa Road
307.73
-
-
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.
iii) Br. No. 6/2 on Changsari Sessa Road
311.33
-
-
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. 1/1 on Rangia Biweekly market
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. 6/1 on Changsari Sessa Road
2
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nad informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle
iii) Br. No. 6/2 on Changsari Sessa 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. 1/1 on Rangia Biweekly market
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. 6/1 on Changsari Sessa 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
iii) Br. No. 6/2 on Changsari Sessa 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. 1/1 on Rangia Biweekly market
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. 6/1 on Changsari Sessa 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
iii) Br. No. 6/2 on Changsari Sessa 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. 1/1 on Rangia Biweekly market
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. 6/1 on Changsari Sessa Road
1
-
-
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
iii) Br. No. 6/2 on Changsari Sessa 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. 1/1 on Rangia Biweekly market
11.87
-
-
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. 6/1 on Changsari Sessa Road
5.82
-
-
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.
iii) Br. No. 6/2 on Changsari Sessa Road
5.82
-
-
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 Rangia Biweekly market
14
-
-
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. 6/1 on Changsari Sessa Road
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
iii) Br. No. 6/2 on Changsari Sessa Road
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) Br. No. 1/1 on Rangia Biweekly market
10
-
-
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. 6/1 on Changsari Sessa Road
14
-
-
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.
iii) Br. No. 6/2 on Changsari Sessa Road
14
-
-
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 Rangia Biweekly market
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. 6/1 on Changsari Sessa Road
40
-
-
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
iii) Br. No. 6/2 on Changsari Sessa Road
40
-
-
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. 1/1 on Rangia Biweekly market
20
-
-
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 Rangia Biweekly market
45
-
-
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. 1/1 on Rangia Biweekly market
397.5
-
-
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. 6/1 on Changsari Sessa Road
201.26
-
-
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
iii) Br. No. 6/2 on Changsari Sessa Road
254.11
-
-
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. 1/1 on Rangia Biweekly market
259.04
-
-
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
iii) Br. No. 6/2 on Changsari Sessa Road
4.85
-
-
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.
i) Br. No. 1/1 on Rangia Biweekly market
17.6
-
-
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.
iii) Br. No. 6/2 on Changsari Sessa Road
5.09
-
-
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.
i) Br. No. 1/1 on Rangia Biweekly market
59.2
-
-
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. 6/1 on Changsari Sessa Road
12.19
-
-
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.
iii) Br. No. 6/2 on Changsari Sessa Road
20.8
-
-
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 diameter1200mm).
i) Br. No. 1/1 on Rangia Biweekly market
272
-
-
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. 6/1 on Changsari Sessa Road
88
-
-
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).
iii) Br. No. 6/2 on Changsari Sessa Road
96
-
-
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 Rangia Biweekly market
1000
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(a) Initial and Routine load test
ii) Br. No. 6/1 on Changsari Sessa Road
400
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(a) Initial and Routine load test
iii) Br. No. 6/2 on Changsari Sessa Road
400
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(b) Lateral load test
i) Br. No. 1/1 on Rangia Biweekly market
100
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(b) Lateral load test
ii) Br. No. 6/1 on Changsari Sessa Road
50
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
(b) Lateral load test
iii) Br. No. 6/2 on Changsari Sessa Road
50
-
-
Integrity testing of pile using low strain/sonic integrity test/Sonic echo test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust, & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of EngineerIn-Charge. Note: The inclusion of the above them them to the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
i) Br. No. 1/1 on Rangia Biweekly market
4
-
-
Integrity testing of pile using low strain/sonic integrity test/Sonic echo test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust, & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer In-Charge. Note: The inclusion of the above them them to the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
ii) Br. No. 6/1 on Changsari Sessa Road
4
-
-
Integrity testing of pile using low strain/sonic integrity test/Sonic echo test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust, & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer In-Charge. Note: The inclusion of the above them them to the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
iii) Br. No. 6/2 on Changsari Sessa Road
4
-
-
Levelling course for Pile cap
i) Br. No. 1/1 on Rangia Biweekly market
11.44
-
-
Levelling course for Pile cap
ii) Br. No. 6/1 on Changsari Sessa Road
5.31
-
-
Levelling course for Pile cap
iii) Br. No. 6/2 on Changsari Sessa Road
5.31
-
-
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. 6/1 on Changsari Sessa Road
3.95
-
-
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)
iii) Br. No. 6/2 on Changsari Sessa Road
5.23
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.
Using Concrete Mixer
i) Br. No. 1/1 on Rangia Biweekly market
225.83
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.
Using Concrete Mixer
ii) Br. No. 6/1 on Changsari Sessa Road
82.69
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.
Using Concrete Mixer
iii) Br. No. 6/2 on Changsari Sessa Road
82.69
-
-
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork.
Without plasticiser
Using Concrete Mixer
ii) Br. No. 6/1 on Changsari Sessa Road
12.73
-
-
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork.
Without plasticiser
Using Concrete Mixer
iii) Br. No. 6/2 on Changsari Sessa Road
29.29
-
-
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. 1/1 on Rangia Biweekly market
12.88
-
-
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. 6/1 on Changsari Sessa Road
6.39
-
-
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
iii) Br. No. 6/2 on Changsari Sessa Road
10.73
-
-
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 Rangia Biweekly market
7
-
-
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. 6/1 on Changsari Sessa Road
10
-
-
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
iii) Br. No. 6/2 on Changsari Sessa Road
17
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M35 Grade
i) Br. No. 1/1 on Rangia Biweekly market
122.95
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M35 Grade
ii) Br. No. 6/1 on Changsari Sessa Road
36.92
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC M35 Grade
iii) Br. No. 6/2 on Changsari Sessa Road
64.01
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC Grade M30
Using concrete mixture
ii) Br. No. 6/1 on Changsari Sessa Road
18.96
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height up to 5m
RCC Grade M30
Using concrete mixture
iii) Br. No. 6/2 on Changsari Sessa Road
35.06
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
Height 5m to 10m
RCC Grade M30
Using concrete mixture
iii) Br. No. 6/2 on Changsari Sessa Road
1.85
-
-
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 .
i) Br. No. 1/1 on Rangia Biweekly market
1500
-
-
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. 6/1 on Changsari Sessa Road
31200
-
-
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.
iii) Br. No. 6/2 on Changsari Sessa Road
31200
-
-
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. 1/1 on Rangia Biweekly market
41.31
-
-
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. 6/1 on Changsari Sessa Road
47.02
-
-
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
iii) Br. No. 6/2 on Changsari Sessa Road
52.08
-
-
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 Rangia Biweekly market
15
-
-
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. 6/1 on Changsari Sessa Road
10.15
-
-
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.
iii) Br. No. 6/2 on Changsari Sessa Road
10.15
-
-
Structural steel Built-Up-Girder (BUG) (Providing and launching Steel Truss of Structural steel BUG Super Structure including painting complete as per as per drawing and technical specifications under Section 1900 of MOST.)
i) Br. No. 1/1 on Rangia Biweekly market
174.74
-
-
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) Br. No. 1/1 on Rangia Biweekly market
111.12
-
-
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
ii) Br. No. 6/1 on Changsari Sessa Road
69.58
-
-
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
iii) Br. No. 6/2 on Changsari Sessa Road
69.58
-
-
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 Rangia Biweekly market
57.41
-
-
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. 6/1 on Changsari Sessa Road
14.41
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8.(Granular material)
iii) Br. No. 6/2 on Changsari Sessa Road
35.29
-
-
Drainage Spouts complete as per drawing and Technical specifications.
i) Br. No. 1/1 on Rangia Biweekly market
20
-
-
Drainage Spouts complete as per drawing and Technical specifications.
ii) Br. No. 6/1 on Changsari Sessa Road
6
-
-
Drainage Spouts complete as per drawing and Technical specifications.
iii) Br. No. 6/2 on Changsari Sessa Road
6
-
-
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.
i) Br. No. 1/1 on Rangia Biweekly market
15
-
-
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. 6/1 on Changsari Sessa Road
8.5
-
-
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.)
iii) Br. No. 6/2 on Changsari Sessa Road
8.5
-
-
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 Rangia Biweekly market
7.54
-
-
PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211. A With Crusher Stone I Nominal Mix (1:2.5:5)
ii) Br. No. 6/1 on Changsari Sessa Road
4.27
-
-
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)
iii) Br. No. 6/2 on Changsari Sessa Road
4.27
-
-
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. 1/1 on Rangia Biweekly market
15.75
-
-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specifications . (a) TMT-IS 1786 (Fe-500D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/Shyam steel or equivalent)
ii) Br. No. 6/1 on Changsari Sessa Road
8.93
-
-
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)
iii) Br. No. 6/2 on Changsari Sessa Road
8.93
-
-
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 Rangia Biweekly market
134.45
-
-
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. 6/1 on Changsari Sessa Road
75.5
-
-
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
iii) Br. No. 6/2 on Changsari Sessa Road
77.79
-
-
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 Rangia Biweekly market
33.41
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
ii) Br. No. 6/1 on Changsari Sessa Road
9.29
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
iii) Br. No. 6/2 on Changsari Sessa Road
9.29
-
-
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 Rangia Biweekly market
341.42
-
-
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. 6/1 on Changsari Sessa Road
192.52
-
-
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
iii) Br. No. 6/2 on Changsari Sessa Road
198.94
-
-
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 Rangia Biweekly market
2
-
-
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. 6/1 on Changsari Sessa Road
4
-
-
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.iii) Br. No. 6/2 on Changsari Sessa 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. 1/1 on Rangia Biweekly market
2
-
-
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. 6/1 on Changsari Sessa 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 .
iii) Br. No. 6/2 on Changsari Sessa 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.
i) Br. No. 1/1 on Rangia Biweekly market
1
-
-
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. 6/1 on Changsari Sessa Road
1
-
-
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.
iii) Br. No. 6/2 on Changsari Sessa 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.
ii) Br. No. 6/1 on Changsari Sessa Road
457.1
-
-
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.
iii) Br. No. 6/2 on Changsari Sessa Road
248.24
-
-
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder
ii) Br. No. 6/1 on Changsari Sessa Road
84.67
-
-
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications. Stone/Boulder
iii) Br. No. 6/2 on Changsari Sessa Road
33.19
-
-
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. 6/1 on Changsari Sessa Road
55.52
-
-
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.
iii) Br. No. 6/2 on Changsari Sessa Road
43.92
-
-
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 Rangia Biweekly market
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. 6/1 on Changsari Sessa Road
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.
iii) Br. No. 6/2 on Changsari Sessa Road
20
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
i) Br. No. 1/1 on Rangia Biweekly market
4
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
ii) Br. No. 6/1 on Changsari Sessa Road
4
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
iii) Br. No. 6/2 on Changsari Sessa 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. 1/1 on Rangia Biweekly market
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. 6/1 on Changsari Sessa Road
8
-
-
Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year
iii) Br. No. 6/2 on Changsari Sessa 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. 1/1 on Rangia Biweekly market
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. 6/1 on Changsari Sessa 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.
iii) Br. No. 6/2 on Changsari Sessa Road
8
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
i) Br. No. 1/1 on Rangia Biweekly market
2
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
ii) Br. No. 6/1 on Changsari Sessa Road
2
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
iii) Br. No. 6/2 on Changsari Sessa 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. 1/1 on Rangia Biweekly market
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. 6/1 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
iii) Br. No. 6/2 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/1 on Rangia Biweekly market
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 6/1 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii) Br. No. 6/2 on Changsari Sessa Road
4
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
i) Br. No. 1/1 on Rangia Biweekly market
2
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
ii) Br. No. 6/1 on Changsari Sessa Road
2
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
iii) Br. No. 6/2 on Changsari Sessa 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. 1/1 on Rangia Biweekly market
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. 6/1 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
iii) Br. No. 6/2 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/1 on Rangia Biweekly market
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 6/1 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii) Br. No. 6/2 on Changsari Sessa Road
4
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
i) Br. No. 1/1 on Rangia Biweekly market
2
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
ii) Br. No. 6/1 on Changsari Sessa Road
2
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
iii) Br. No. 6/2 on Changsari Sessa 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. 1/1 on Rangia Biweekly market
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. 6/1 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
iii) Br. No. 6/2 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
i) Br. No. 1/1 on Rangia Biweekly market
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 6/1 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
iii) Br. No. 6/2 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
i) Br. No. 1/1 on Rangia Biweekly market
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
ii) Br. No. 6/1 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
iii) Br. No. 6/2 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
i) Br. No. 1/1 on Rangia Biweekly market
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually).
ii) Br. No. 6/1 on Changsari Sessa Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually).
iii) Br. No. 6/2 on Changsari Sessa Road
4
-
-
Community meetings in village, 2 times.
i) Br. No. 1/1 on Rangia Biweekly market
2
-
-
Community meetings in village, 2 times.
ii) Br. No. 6/1 on Changsari Sessa Road
2
-
-
Community meetings in village, 2 times.
iii) Br. No. 6/2 on Changsari Sessa Road
2
-
-
A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 7,12,696.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 1/1 on Rangia Biweekly market
1
-
-
A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 15,45,249.00 (not to be changed by the Bidders in BOQ)
ii) Br. No. 6/1 on Changsari Sessa Road
1
-
-
A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 17,11,914.00 (not to be changed by the Bidders in BOQ)
iii) Br. No. 6/2 on Changsari Sessa Road
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements