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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 CrAccepted-AOC C O SRI BANAMALI DAS WARD NO 3 THAKURBARI ROAD P O BIJNI DIST CHIRANG ASSAM 783390 | CHIRANG | ASSAM | 783390 | ₹14.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹16.3 CrRejected-AOC | ₹16.3 Cr | L2 | Rejected-AOC L2 |
Tender Value
₹14.0 Cr
EMD Value
₹28.0 L
Closing Date
16 Dec 2023, 2:00 pmClosed
Chief Engineer(EAP), PWRD, Assam
O/o the Chief Engineer(EAP), PWRD, Assam, Fatasil Ambari, Guwahati-25
CE/EAP/ARRBP/OCB/Bridges-2/Kamrup/17 Construction of Bridge in Kamrup district i. Br. No. 1/1 on Athgaon Kabila Road ii. Br. No. 6/2 on Haldha Jayantipur Road
2023_PWRDW_34013_11
CE/EAP/ARRBP/111TENDERS2023/96
Open Tender
Civil Works
900 days
Kamrup
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
₹28.0 L
Yes
O/o the Chief Engineer(EAP), PWRD, Assam
18 Nov 2024
18 Nov 2023
16 Dec 2023
18 Nov 2023
16 Dec 2023
18 Nov 2023
18 Nov 2023 - 23 Nov 2023
23 Nov 2023
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. i) Br. No. 1/1 on Athgaon Kabila Road
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all lead including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. ii) Br. No. 6/2 on Haldha Jayantipur Road
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections. ii) Br. No. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. i) Br. No. 1/1 on Athgaon Kabila Road
Providing and constructing one span service road to reach island location from one pier location to another pier location. i) Br. No. 1/1 on Athgaon Kabila Road
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. Upto 3m depth i) Br. No. 1/1 on Athgaon Kabila Road
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. Upto 3m depth ii) Br. No. 6/2 on Haldha Jayantipur Road
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. 3m to 6m depth i) Br. No. 1/1 on Athgaon Kabila Road
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Well Curb RCC M35 Grade i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Well Steining RCC M35 Grade i) Br. No. 1/1 on Athgaon Kabila Road
Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Depth below bed level upto 3.0 M i) Br. No. 1/1 on Athgaon Kabila Road
Beyond 3m upto 10m depth i) Br. No. 1/1 on Athgaon Kabila Road
Beyond 10m upto 20m i) Br. No. 1/1 on Athgaon Kabila Road
Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy Soil Depth below bed level upto 3.0 M i) Br. No. 1/1 on Athgaon Kabila Road
Beyond 3m upto 10m depth i) Br. No. 1/1 on Athgaon Kabila Road
Beyond 10m upto 20m i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Grade M 20 Top Plug i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Grade M 20 Bottom Plug i) Br. No. 1/1 on Athgaon Kabila Road
Sand filling in wells complete as per drawing and technical specifications i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. Well Cap RCC M35 Grade i) Br. No. 1/1 on Athgaon Kabila Road
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 1/1 on Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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. 6/2 on Haldha Jayantipur Road
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) a) Initial and Routine load test ii) Br. No. 6/2 on Haldha Jayantipur Road
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) b) Lateral load test ii) Br. No. 6/2 on Haldha Jayantipur Road
Levelling course for Pile cap ii) Br. No. 6/2 on Haldha Jayantipur Road
Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 PCC grade M15 Nominal mix (1:2.5:5) i) Br. No. 1/1 on Athgaon Kabila Road
Providing concrete for Plain/Reinforced concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203 PCC grade M15 Nominal mix (1:2.5:5) ii) Br. No. 6/2 on Haldha Jayantipur Road
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification. RCC M35 ii) Br. No. 6/2 on Haldha Jayantipur Road
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M 30 Without plasticiser Using concrete mixture i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork. RCC Grade M 30 Without plasticiser Using concrete mixture ii) Br. No. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35) Height upto 5m i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35) Height upto 5m ii) Br. No. 6/2 on Haldha Jayantipur Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications & steel shuttering formwork (RCC-M35) Height 5m to 10m i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height upto 5 m ii) Br. No. 6/2 on Haldha Jayantipur Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height 5 m to 10m i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(RCC-M30) Height 5 m to 10m ii) Br. No. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforcement elastomer confined withing a metal cylinder, sealing rings , dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel , meatal and elostomerelements to be as per IRC:83 part -I & II respectively and part confirming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MORT&H & S specification complete as per drawing and approved technical specification . ii) Br. No. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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.) ii) Br. No. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork RCC GIRDER & SLAB M-40 i) Br. No. 1/1 on Athgaon Kabila Road
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork PSC GIRDER & SLAB M-35 ii) Br. No. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
Drainage Spouts complete as per drawing and Technical specifications. i) Br. No. 1/1 on Athgaon Kabila Road
Drainage Spouts complete as per drawing and Technical specifications. ii) Br. No. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. ii) Br. No. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)]. i) Br. No. 1/1 on Athgaon Kabila Road
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)]. ii) Br. No. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specifications ii) Br. No. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt. i) Br. No. 1/1 on Athgaon Kabila Road
Load testing of one or more spans of bridge as elected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt. ii) Br. No. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
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 Athgaon Kabila Road
Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Stone/Boulder ii) Br. No. 6/2 on Haldha Jayantipur Road
Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. i) Br. No. 1/1 on Athgaon Kabila Road
Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301. ii) Br. No. 6/2 on Haldha Jayantipur Road
Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling with approved material. Depth upto 3 m i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M15 Nominal Mix (1:2.5:5) i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete, in sub open foundation complete as per drawing and technical specification and steel shuttering formwork. RCC Grade M30 i) Br. No. 1/1 on Athgaon Kabila Road
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. RCC Grade M30 Height upto 5m i) Br. No. 1/1 on Athgaon Kabila Road
Gabian Structure for Retaining Earth (Poviding and construction of gabain structure for retaining earth with segments of wire crates of size 7m x 3m x 0.6m each divided into 1.5m compartments by cross netting , made from 4mm galvanised steel wire @32kgs per 10sqm having manimum tensile strength of 300Mpa conforming to IS:280 and galvinizing coating confirming to IS:4826, woven into meshes with double twist ,mesh size not exceeding to 100mm x 100 mm , firred with boulders at least dimension of 200mm , all loose ends to be tied with 4mm galvenized steel wire) i) Br. No. 1/1 on Athgaon Kabila Road
Providing weep holes in brick masonary/stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100mm 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 Athgaon Kabila Road
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i) Br. No. 1/1 on Athgaon Kabila Road
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 and 1202 i) Br. No. 1/1 on Athgaon Kabila Road
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i) Br. No. 1/1 on Athgaon Kabila Road
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 Athgaon Kabila Road
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. 6/2 on Haldha Jayantipur Road
Implementation of Enviromental and Social Management Plan Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Enviromental and Social Management Plan Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week) ii) Br. No. 6/2 on Haldha Jayantipur Road
Implementation of Environmental and Social Management Plan Ambient 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 Athgaon Kabila Road
Implementation of Environmental and Social Management Plan Ambient 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. 6/2 on Haldha Jayantipur Road
Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year. i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Environmental and Social Management Plan Ambient Air Monitoring: At Operation Stage: At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year. ii) Br. No. 6/2 on Haldha Jayantipur Road
Implementation of Enviromental and Social Management Plan Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Enviromental and Social Management Plan Water Monitoring: At pre-construction Stage: At minimum 2 locations (2 samples) ii) Br. No. 6/2 on Haldha Jayantipur Road
Implementation of Environmental and Social Management Plan Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Environmental and Social Management Plan Water Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. ii) Br. No. 6/2 on Haldha Jayantipur Road
Implementation of Environmental and Social Management Plan Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Environmental and Social Management Plan Water Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). ii) Br. No. 6/2 on Haldha Jayantipur Road
Implementation of Enviromental and Social Management Plan Noise Monitoring: At Pre-Construction Stage At minimum 2 locations i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Enviromental and Social Management Plan Noise Monitoring: At Pre-Construction Stage At minimum 2 locations ii) Br. No. 6/2 on Haldha Jayantipur Road
Implementation of Environmental and Social Management Plan Noise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Environmental and Social Management Plan Noise Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. ii) Br. No. 6/2 on Haldha Jayantipur Road
Implementation of Environmental and Social Management Plan Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Environmental and Social Management Plan Noise Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). ii) Br. No. 6/2 on Haldha Jayantipur Road
Implementation of Enviromental and Social Management Plan Soil Monitoring At Pre-Construction Stage: At minimum 2 locations i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Enviromental and Social Management Plan Soil Monitoring At Pre-Construction Stage: At minimum 2 locations ii) Br. No. 6/2 on Haldha Jayantipur Road
Implementation of Environmental and Social Management Plan Soil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Environmental and Social Management Plan Soil Monitoring: At Construction Stage: At minimum 2 locations including construction camp (Biannually) for one year. ii) Br. No. 6/2 on Haldha Jayantipur Road
Implementation of Environmental and Social Management Plan Soil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Environmental and Social Management Plan Soil Monitoring: At Operation Stage: At 2 locations (except monsoon) (Biannually). ii) Br. No. 6/2 on Haldha Jayantipur Road
Implementation of Environmental and Social Management Plan Ecology: At Construction Stage: At 2 locations (Biannually) for one year. i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Environmental and Social Management Plan Ecology: At Construction Stage: At 2 locations (Biannually) for one year. ii) Br. No. 6/2 on Haldha Jayantipur Road
Implementation of Environmental and Social Management Plan Ecology: At Operation Stage: At 2 locations (Biannually) i) Br. No. 1/1 on Athgaon Kabila Road
Implementation of Environmental and Social Management Plan Ecology: At Operation Stage: At 2 locations (Biannually) ii) Br. No. 6/2 on Haldha Jayantipur Road
Community meetings in village, 2 times. i) Br. No. 1/1 on Athgaon Kabila Road
Community meetings in village, 2 times. ii) Br. No. 6/2 on Haldha Jayantipur Road
A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 10,81,287.00 (not to be changed by the Bidders in BOQ) i) Br. No. 1/1 on Athgaon Kabila Road
A Provisional sum (Fixed Amount) for the items of Tree cutting afforestation of Rs. 8,95,380.00 (not to be changed by the Bidders in BOQ) ii) Br. No. 6/2 on Haldha Jayantipur Road
MS G L Agarwalla
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