Public Works Roads Department Tender
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Costs
EMD
₹ 8,14,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Kamrup District I) Br. No. 1/1 On Mukundapur Sataloi Road Ii) Br. No. 3/1 On Sessa Chnagsari Road
Description
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Contact
Tender Id
2024_PWRDW_37581_1Bid Award Id
ViewTender No
CE/EAP/ARRBP/1/TENDERS/2024/54Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
Construction of embankment with approved material obtained from borrow pits with all lift , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads & lifts as per Technical Specification Clause 301.5
i. Private Land i) Br. No. 1/1 on Mukundapur Sataloi Road
4595.86
-
-
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. 3/1 on Sessa Changsari Road
131.84
-
-
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 Mukundapur Sataloi Road
839.49
-
-
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. 3/1 on Sessa Changsari Road
54.91
-
-
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 Mukundapur Sataloi Road
333.14
-
-
Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405
For Grading II Material
ii) Br. No. 3/1 on Sessa Changsari Road
19.82
-
-
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 Mukundapur Sataloi Road
115.34
-
-
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 III Material
ii) Br. No. 3/1 on Sessa Changsari Road
19.82
-
-
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 Mukundapur Sataloi Road
115.34
-
-
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. 3/1 on Sessa Changsari Road
255.96
-
-
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 Mukundapur Sataloi Road
1482.56
-
-
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. 3/1 on Sessa Changsari Road
2
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nad informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
a) 600mm Equilateral triangle
i) Br. No. 1/1 on Mukundapur Sataloi Road
2
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nad informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
b) 600mm Circular
ii) Br. No. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road
2
-
-
Providing and fixing of retro-reflecorised cautionary, mandatory nad informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx600mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801
c) 600mm x 450mm Rectangular
ii) Br. No. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road
2
-
-
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
ii) Br. No. 3/1 on Sessa Changsari Road
1
-
-
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
i) Br. No. 1/1 on Mukundapur Sataloi Road
1
-
-
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications.
ii) Br. No. 3/1 on Sessa Changsari Road
4.82
-
-
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.
i) Br. No. 1/1 on Mukundapur Sataloi Road
7.95
-
-
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. 3/1 on Sessa Changsari Road
6
-
-
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 Mukundapur Sataloi Road
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. 3/1 on Sessa Changsari Road
12
-
-
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 Mukundapur Sataloi Road
46
-
-
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. 3/1 on Sessa Changsari 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
i) Br. No. 1/1 on Mukundapur Sataloi Road
80
-
-
Labour for taking out old piles of timber bridge with necessary sacffolding, jati bamboos, jumper ropes etc., complete and stacking them at suitable places as directed.
i) Br. No. 1/1 on Mukundapur Sataloi Road
16
-
-
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 Mukundapur Sataloi Road
26
-
-
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 Mukundapur Sataloi Road
21.6
-
-
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. 3/1 on Sessa Changsari Road
184.65
-
-
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 Mukundapur Sataloi Road
473.89
-
-
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 Mukundapur Sataloi Road
0.4
-
-
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. 3/1 on Sessa Changsari Road
7.22
-
-
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 Mukundapur Sataloi Road
7.45
-
-
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. 3/1 on Sessa Changsari Road
24.63
-
-
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 Mukundapur Sataloi Road
36.84
-
-
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. 3/1 on Sessa Changsari Road
128
-
-
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 Mukundapur Sataloi Road
258
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
a) Initial and Routine load test
ii) Br. No. 3/1 on Sessa Changsari Road
400
-
-
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 Mukundapur Sataloi Road
700
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
b) Lateral load test
ii) Br. No. 3/1 on Sessa Changsari Road
50
-
-
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)
b) Lateral load test
i) Br. No. 1/1 on Mukundapur Sataloi Road
80
-
-
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. 3/1 on Sessa Changsari Road
4
-
-
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 Mukundapur Sataloi Road
4
-
-
Levelling course for Pile cap
ii) Br. No. 3/1 on Sessa Changsari Road
5.31
-
-
Levelling course for Pile cap
i) Br. No. 1/1 on Mukundapur Sataloi Road
8.56
-
-
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. 3/1 on Sessa Changsari Road
4.32
-
-
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 Mukundapur Sataloi Road
8.12
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. RCC M35
ii) Br. No. 3/1 on Sessa Changsari Road
82.69
-
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. RCC M35
Using concrete mixture
i) Br. No. 1/1 on Mukundapur Sataloi Road
167.95
-
-
Plain/Reinforced Cement Concrete in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork
Without Plasticiser
Using Concrete Mixer
ii) Br. No. 3/1 on Sessa Changsari Road
31.47
-
-
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork.
Without plasticiser
Using Concrete Mixer
i) Br. No. 1/1 on Mukundapur Sataloi Road
46.37
-
-
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. 3/1 on Sessa Changsari Road
12.54
-
-
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 Mukundapur Sataloi Road
18.79
-
-
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. 3/1 on Sessa Changsari Road
25
-
-
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 Mukundapur Sataloi Road
37
-
-
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications.
Height up to 5m
Well Curb RCC M35 Grade
ii) Br. No. 3/1 on Sessa Changsari Road
61.97
-
-
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications.
Height up to 5m
Using Concrete Mixer
RCC M35 Grade
i) Br. No. 1/1 on Mukundapur Sataloi Road
127.23
-
-
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications.
Height 5m to 10m
Using Concrete Mixer
RCC M35 Grade
i) Br. No. 1/1 on Mukundapur Sataloi Road
3.59
-
-
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications.
Height up to 5m
Well Curb RCC M30 Grade
ii) Br. No. 3/1 on Sessa Changsari Road
33.96
-
-
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications.
Height up to 5m
Using Concrete Mixer
RCC M30 Grade
i) Br. No. 1/1 on Mukundapur Sataloi Road
41.09
-
-
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications.
Height 5m to 10m
Well Curb RCC M30 Grade
ii) Br. No. 3/1 on Sessa Changsari Road
12.95
-
-
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications.
Height 5m to 10m
Using Concrete Mixer
RCC M30 Grade
i) Br. No. 1/1 on Mukundapur Sataloi Road
14.26
-
-
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. 3/1 on Sessa Changsari Road
31200
-
-
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 Mukundapur Sataloi Road
2000
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire 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. 3/1 on Sessa Changsari Road
66.24
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire 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 Mukundapur Sataloi Road
142.77
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202.
ii) Br. No. 3/1 on Sessa Changsari Road
7.47
-
-
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 Mukundapur Sataloi Road
22.42
-
-
High tensile steel wires / stands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specification.
i) Br. No. 1/1 on Mukundapur Sataloi Road
5.75
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork
Height up to 5m
RCC/PSC Grade M35
Using Concrete Mixer
ii) Br. No. 3/1 on Sessa Changsari Road
57.04
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork
PSC Grade M40
Using Concrete Mixer
Height upto 5m
i) Br. No. 1/1 on Mukundapur Sataloi Road
219.28
-
-
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. 3/1 on Sessa Changsari Road
37.1
-
-
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 Mukundapur Sataloi Road
97.93
-
-
Drainage Spouts complete as per drawing and Technical specifications.
ii) Br. No. 3/1 on Sessa Changsari Road
4
-
-
Drainage Spouts complete as per drawing and Technical specifications.
i) Br. No. 1/1 on Mukundapur Sataloi Road
12
-
-
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. 3/1 on Sessa Changsari Road
8.5
-
-
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 Mukundapur Sataloi Road
15
-
-
PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211.
A With Crusher Stone
I Nominal Mix (1:2.5:5)
ii) Br. No. 3/1 on Sessa Changsari 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)
i) Br. No. 1/1 on Mukundapur Sataloi Road
7.93
-
-
Reinforced cement concrete 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. 3/1 on Sessa Changsari Road
8.93
-
-
Reinforced cement concrete 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 Mukundapur Sataloi Road
16.56
-
-
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. 3/1 on Sessa Changsari Road
65.78
-
-
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 Mukundapur Sataloi Road
89.47
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications
ii) Br. No. 3/1 on Sessa Changsari Road
7.7
-
-
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 Mukundapur Sataloi Road
22.52
-
-
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
ii) Br. No. 3/1 on Sessa Changsari Road
168.85
-
-
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 Mukundapur Sataloi Road
228.84
-
-
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. 3/1 on Sessa Changsari 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.
i) Br. No. 1/1 on Mukundapur Sataloi 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 .
ii) Br. No. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road
4
-
-
Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.
ii) Br. No. 3/1 on Sessa Changsari 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.
i) Br. No. 1/1 on Mukundapur Sataloi 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. 3/1 on Sessa Changsari Road
241.38
-
-
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 Mukundapur Sataloi Road
963.87
-
-
Providing and laying Pitching on slopes laid over
prepared filter media as per drawing and
Technical specifications.
Stone/Boulder
ii) Br. No. 3/1 on Sessa Changsari Road
31.56
-
-
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 Mukundapur Sataloi Road
125.97
-
-
Providing and laying boulder apron laid in wire crateswith4mmdiaGIwireconformingtoIS:280 and IS:4826 in 100mmx100mmmesh (woven diagonally)including10percentextraforlapsand joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.
ii) Br. No. 3/1 on Sessa Changsari Road
43.33
-
-
Providing and laying boulder apron laid in wire crateswith4mmdiaGIwireconformingtoIS:280 and IS:4826 in 100mmx100mmmesh (woven diagonally)including10percentextraforlapsand 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 Mukundapur Sataloi Road
251.82
-
-
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 Mukundapur Sataloi Road
30
-
-
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
Private land
i) Br. No. 1/1 on Mukundapur Sataloi Road
130.8
-
-
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. 3/1 on Sessa Changsari 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.
i) Br. No. 1/1 on Mukundapur Sataloi Road
20
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
ii) Br. No. 3/1 on Sessa Changsari Road
4
-
-
Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)
i) Br. No. 1/1 on Mukundapur Sataloi Road
4
-
-
Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year
ii) Br. No. 3/1 on Sessa Changsari Road
8
-
-
Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year
i) Br. No. 1/1 on Mukundapur Sataloi Road
8
-
-
Implementation of Environmental and Social Management PlanAmbient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year.
ii) Br. No. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road
8
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
ii) Br. No. 3/1 on Sessa Changsari Road
2
-
-
Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples)
i) Br. No. 1/1 on Mukundapur Sataloi Road
2
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) Br. No. 3/1 on Sessa Changsari Road
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Br. No. 1/1 on Mukundapur Sataloi Road
4
-
-
Implementation of Environmental and Social Management PlanWater Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road
4
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
ii) Br. No. 3/1 on Sessa Changsari Road
2
-
-
Noise Monitoring: At Pre-Construction Stage At minimum 2 locations
i) Br. No. 1/1 on Mukundapur Sataloi Road
2
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) Br. No. 3/1 on Sessa Changsari Road
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Br. No. 1/1 on Mukundapur Sataloi Road
4
-
-
Implementation of Environmental and Social Management PlanNoise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road
4
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
ii) Br. No. 3/1 on Sessa Changsari Road
2
-
-
Soil Monitoring At Pre-Construction Stage: At minimum 2 locations
i) Br. No. 1/1 on Mukundapur Sataloi Road
2
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
ii) Br. No. 3/1 on Sessa Changsari Road
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year.
i) Br. No. 1/1 on Mukundapur Sataloi Road
4
-
-
Implementation of Environmental and Social Management PlanSoil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually).
ii) Br. No. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Construction Stage: At 2 locations (Biannually) for one year.
ii) Br. No. 3/1 on Sessa Changsari 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 Mukundapur Sataloi Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
ii) Br. No. 3/1 on Sessa Changsari Road
4
-
-
Implementation of Environmental and Social Management PlanEcology: At Operation Stage: At 2 locations (Biannually)
i) Br. No. 1/1 on Mukundapur Sataloi Road
4
-
-
Community meetings in village, 2 times.
ii) Br. No. 3/1 on Sessa Changsari Road
2
-
-
Community meetings in village, 2 times.
i) Br. No. 1/1 on Mukundapur Sataloi Road
2
-
-
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree Cutting of Rs. 10,71,538.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 1/1 on Mukundapur Sataloi Road
1
-
-
A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 14,84,059.00 (not to be changed by the Bidders in BOQ)
ii) Br. No. 3/1 on Sessa Changsari Road
1
-
-
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