Road Transport and Highways Government Departments Closing in 0 days TDR #26993076

Sopd_G_20_21_228 Construction Of Road By Icbp ( 1 ) Dhupabar Satra Road , ( 2 ) 3Rd Km Borangabari Kalyani Mandir Road To Napamua ( Including 3 Cell Box Culvert ) , ( 3 ) Jalukbari Itapara Road , ( 4 ) Nh-15 To Rangalial Sc Village Road , (

Issued by Government Departments · Gohpur, Assam
Tender Value
2.80 Crore
Estimated cost
Bid Submission
18 Feb 2021
0 days left
EMD
5.60 Lakhs
Bank guarantee accepted
Document Fee
9000
Non-refundable
Tender Type
Online

Tender Overview

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Competition Type
NCB
Bidding Type
Tender
Location / State
Gohpur → Assam
EMD Exemption
Not Available
Quantity
Not Available
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Project Description

Sopd_G_20_21_228 Construction Of Road By Icbp ( 1 ) Dhupabar Satra Road , ( 2 ) 3Rd Km Borangabari Kalyani Mandir Road To Napamua ( Including 3 Cell Box Culvert ) , ( 3 ) Jalukbari Itapara Road , ( 4 ) Nh-15 To Rangalial Sc Village Road , ( 5 ) Kanaklata Path To Dor

BOQ

Name of Work: Construction of road by ICBP (1) Dhupabar Satra road, (2) 3rd Km Borangabari Kalyani Mandir road to Napamua (including 3 cell Box Culvert), (3) Jalukbari Itapara road, (4) NH-15 to Rangalial SC village Road, (5) Kanaklata Path to Dorangialchuk, (6) Kanaklata Path to Sonariporia, (7) Double Cell Box Culvert (2m x 2m) at Borangabari Hatibandha road under SOPD-G for the year 2020-21, Gohpur LAC
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11Dhupabar Satra Road \nClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.\nB. In area of thorny jungleBI01010001010000000000000515BI01000011130.21Hect
22Construction of embankment with approved material obtained from borrow pits with a lift 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 3002-2 with a lead upto 1000m as per Technical Specification Clause 301.5\n( i ) From private landBI01010001010000000000000515BI01000011141502.25Cum
33Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 3002 with a lead upto 1000m as per Technical Specification Clause 301.5\n(a) private land.BI01010001010000000000000515BI0100001115742.8Cum
44Construction of Granular Sub-base by providing well graded 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.\n ( i ) For Grading II MaterialBI01010001010000000000000515BI0100001116140.06Cum
55Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in unirorm thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and booming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.\nA) By Manual Means\nii) Hard broken metal from river boulder\n Grading III 53mm to 22.4 mm and Screening Type-BBI01010001010000000000000515BI010000111770.03Cum
66Providing and laying of Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per Technical specification Clause 1504.BI01010001010000000000000515BI0100001118933.75Sqm
77Extra for providing and laying coloured Interlocking Concrete Block Pavement (M40) as per Technical specification Clause 1504.including carriageBI01010001010000000000000515BI010000111977Sqm
88Providing reflective pavment marker with micro prismatic lens in both direction having thermoplastic body adhering to the specification and guideline---- with three month repacement warranty and free maintenance.BI01010001010000000000000515BI010000112060each
99Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting------ 600 mm below ground level as per drawig and sign(all the steel work must be TATA/Sail). (1) 60cm equlateral trangleBI01010001010000000000000515BI010000112110each
1010Jalukbari Itapara Road \nClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees 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, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.\ni) By Manual means\nA) In area of non-thorny jungleBI01010001010000000000000515BI01000011220.4Hect
1111Construction of embankment with approved material obtained from borrow pits with a lift 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 3002-2 with a lead upto 1000m as per Technical Specification Clause 301.5\n ( i ) From private landBI01010001010000000000000515BI01000011232917Cum
1212Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1\n( i ) From private landBI01010001010000000000000515BI0100001124384.4Cum
1313Construction of Granular Sub-base by providing well graded 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.\n( i ) For Grading II MaterialBI01010001010000000000000515BI0100001125294.13Cum
1414Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in unirorm thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and booming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.\nA) By Manual Means\nii) Hard broken metal from river boulder\n Grading III 53mm to 22.4 mm and Screening Type-BBI01010001010000000000000515BI0100001126176.47Cum
1515Providing and laying of Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per Technical specification Clause 1504.BI01010001010000000000000515BI01000011272253.13Sqm
1616Reinforcement cement concrete M15 grade for Kilometer stone/local stone of standard design as per IRC:8----- as per technical specification of Cl 1703.\n(I) Ordinary Kilometer stoneBI01010001010000000000000515BI01000011281each
1717Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting------ 600 mm below ground level as per drawig and sign(all the steel work must be TATA/Sail). \n(i) 60 cm equilateral triangleBI01010001010000000000000515BI01000011294each
1818Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting------ 600 mm below ground level as per drawig and sign(all the steel work must be TATA/Sail). \n(ii) 60 cm circulerBI01010001010000000000000515BI01000011304each
1919Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting------ 600 mm below ground level as per drawig and sign(all the steel work must be TATA/Sail). \n(iii) 60cmx45cm rectangleBI01010001010000000000000515BI01000011311each
2020Providing reflective pavment marker with micro prismatic lens in both direction having thermoplastic body adhering to the specification and guideline---- with three month repacement warranty and free maintenance.BI01010001010000000000000515BI0100001132124each
2121NH15 to Rangalial SC Village Road\nClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.\nB. In area of thorny jungleBI01010001010000000000000515BI01000011330.36Hect
2222Construction of embankment with approved material obtained from borrow pits with a lift 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 3002-2 with a lead upto 1000m as per Technical Specification Clause 301.5\n ( i ) From private landBI01010001010000000000000515BI01000011343590.75Cum
2323Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 3002 with a lead upto 1000m as per Technical Specification Clause 301.5\n(a) private land.BI01010001010000000000000515BI0100001135539.5Cum
2424Construction of Granular Sub-base by providing well graded 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.\n( i ) For Grading II MaterialBI01010001010000000000000515BI0100001136247.97Cum
2525Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in unirorm thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and booming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.\nA) By Manual Means\nii) Hard broken metal from river boulder\n Grading III 53mm to 22.4 mm and Screening Type-BBI01010001010000000000000515BI0100001137148.78Cum
2626Providing and laying of Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per Technical specification Clause 1504.BI01010001010000000000000515BI01000011381983.75Sqm
2727Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.BI01010001010000000000000515BI0100001139130each
2828Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting------ 600 mm below ground level as per drawig and sign(all the steel work must be TATA/Sail). (1) 60cm equlateral trangleBI01010001010000000000000515BI01000011408each
2929Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\nBI01010001010000000000000515BI010000114139.82Cum
3030Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109BI01010001010000000000000515BI01000011422.71Cum
3131Bedding for pipe\n(ii) Type B(First Class) Bedding\nLaying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)\n(i) Sand Filling\nBI01010001010000000000000515BI01000011433.93Cum
3232Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clouse 802,803,1202 & 1203. (I ) PCC grade M10 Nominal mix 1:3;6BI01010001010000000000000515BI010000114430.57Cum
3333Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.\n 1000 mm dia\nBI01010001010000000000000515BI01000011457.5Rm
3434Providing and laying dry rubble flooring complete as per drawings and technical specifications Clause 1303.3BI01010001010000000000000515BI01000011467.67Cum
3535Kanaklata Path to Dorangialchuk\nClearing and grubbing road land including uproofing rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and staking serviceable materials and to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness.\n(II) By Mechanical Means (B) In area of thorny jungle.BI01010001010000000000000515BI01000011470.39Hect
3636Cutting of trees, including cutting of trunks, branches and removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and upto a lead of 1000 mts and earth filling in the depression/pit)\n(i) Girth from 300mm to 600mmBI01010001010000000000000515BI010000114810each
3737Plastic Big Garbage waste Dusbin ( 200 Lt) as per approved rates and specificationsBI01010001010000000000000515BI01000011491each
3838Construction of embankment with materials obtained from borrowpits, with a lift up to 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 with a lift up to 1000m as per technical specification.BI01010001010000000000000515BI01000011502404.03Cum
3939Construction of earthen shoulders & Subgrade with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 \n(a) Private land.BI01010001010000000000000515BI01000011511529.5Cum
4040(A) By mix Place Method:- Construction of granular sub-base by prevelling well gradeed 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 achive the desired, conplete as per Technical Specification Clause.401\n(ii) For Grading Material (Gr-II) GSBBI01010001010000000000000515BI0100001152243.75Cum
4141WBM Gr III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.BI01010001010000000000000515BI0100001153146.25Cum
4242Providing and laying of Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per Technical specification Clause 1504.BI01010001010000000000000515BI01000011541950Sqm
4343Reinforced cement M15 grade kilometer stone of standard design as per IRC-8-1980 fixing in position including painting and printing etc.\nb) Ordinary Kilometer stoneBI01010001010000000000000515BI01000011551each
4444Reinforced cement M15 grade kilometer stone of standard design as per IRC-8-1980 fixing in position including painting and printing etc.\nc) Hectometer StoneBI01010001010000000000000515BI01000011563each
4545RCC guard post- Supplying,fitting and fixing RCC guard post size 15 cm dia,150cmlong,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied inposition with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,paintedblack and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete.\n15 cm dia with 4-12mmTor barBI01010001010000000000000515BI010000115720each
4646Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) \n60cm equilateral traingleBI01010001010000000000000515BI010000115810each
4747Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) \n60cm circularBI01010001010000000000000515BI010000115910each
4848Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) \n80cmm x 60 cm rectangularBI01010001010000000000000515BI01000011602each
4949Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) \n80cmm x 45 cm rectangularBI01010001010000000000000515BI01000011612each
5050Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) \n60cmm x 60 cm squareBI01010001010000000000000515BI01000011622each
5151Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.BI01010001010000000000000515BI0100001163136.84each
5252Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and ------one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).\na) Bi-directional Stud-BI01010001010000000000000515BI01000011642each
5353Providing and erecting direction and place identification retro- reflectorised sign as per IRC: 67 made of encapsulated lens tye reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing.BI01010001010000000000000515BI01000011651.8Sqm
5454Earth work in excavation of foundation of structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of side.\nOrdinary Soil\nA. Manual Means (Without dewatering)BI01010001010000000000000515BI010000116658.34Cum
5555PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)\nLevelling CourseBI01010001010000000000000515BI01000011673.86Cum
5656Bedding of Pipe Laying (First class) bedding on well compactad sand, moorum or approved granular material as per clause 1105(ii) Type B (First Class) Bedding\nGranular MaterialBI01010001010000000000000515BI01000011686.69Cum
5757Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of Granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets Clause 1106.\n1000mm dia PipeBI01010001010000000000000515BI01000011697.5Rm
5858Brick masonary work in Cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600, 1202 & 1203\nIn 1:4 Cement mortarBI01010001010000000000000515BI010000117024.01Cum
5959Plastering with cement mortar (1:4), 15mm thick on brick work in sub-structure as per Technical specification.BI01010001010000000000000515BI010000117139.97Sqm
6060Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25kg laid dry complete as per drawing and technical specifications Clause 1301BI01010001010000000000000515BI01000011726.41Cum
6161Providing and laying pitching on slopes laid over prepared filter material as per drawing and technical specifications Clause 1302BI01010001010000000000000515BI01000011732.49Cum
6262Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302BI01010001010000000000000515BI01000011741.25Cum
6363Kanaklata Path to Sonariporia\nClearing and grubbing road land including uproofing rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and staking serviceable materials and to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness.\n(II) By Mechanical Means (B) In area of thorny jungle.BI01010001010000000000000515BI01000011750.33Hect
6464Cutting of trees, including cutting of trunks, branches and removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and upto a lead of 1000 mts and earth filling in the depression/pit)\n(i) Girth from 300mm to 600mmBI01010001010000000000000515BI01000011765each
6565Plastic Big Garbage waste Dusbin ( 200 Lt) as per approved rates and specificationsBI01010001010000000000000515BI01000011771each
6666Construction of embankment with materials obtained from borrowpits, with a lift up to 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 with a lift up to 1000m as per technical specification.BI01010001010000000000000515BI01000011782180.65Cum
6767Construction of earthen shoulders & Subgrade with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 \n(a) Private land.BI01010001010000000000000515BI0100001179456.5Cum
6868(A) By mix Place Method:- Construction of granular sub-base by prevelling well gradeed 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 achive the desired, conplete as per Technical Specification Clause.401\n(ii) For Grading Material (Gr-II) GSBBI01010001010000000000000515BI0100001180206.25Cum
6969WBM Gr III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.BI01010001010000000000000515BI0100001181123.75Cum
7070Providing and laying of Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per Technical specification Clause 1504.BI01010001010000000000000515BI01000011821650Sqm
7171Reinforced cement M15 grade kilometer stone of standard design as per IRC-8-1980 fixing in position including painting and printing etc. \nb) Ordinary Kilometer stoneBI01010001010000000000000515BI01000011831each
7272Reinforced cement M15 grade kilometer stone of standard design as per IRC-8-1980 fixing in position including painting and printing etc. \nc) Hectometer StoneBI01010001010000000000000515BI01000011843each
7373RCC guard post- Supplying,fitting and fixing RCC guard post size 15 cm dia,150cmlong,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied inposition with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,paintedblack and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete.\n15 cm dia with 4-12mmTor barBI01010001010000000000000515BI010000118520each
7474Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) \n60cm equilateral traingleBI01010001010000000000000515BI01000011868each
7575Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) \n60cm circularBI01010001010000000000000515BI01000011878each
7676Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) \n80cmm x 60 cm rectangularBI01010001010000000000000515BI01000011882each
7777Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) \n80cmm x 45 cm rectangularBI01010001010000000000000515BI01000011892each
7878Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting -----with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) \n60cmm x 60 cm squareBI01010001010000000000000515BI01000011902each
7979Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.BI01010001010000000000000515BI0100001191115.79each
8080Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and ------one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).\na) Bi-directional Stud-BI01010001010000000000000515BI01000011922each
8181Providing and erecting direction and place identification retro- reflectorised sign as per IRC: 67 made of encapsulated lens tye reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing. Rate - As per S.O.R .BI01010001010000000000000515BI01000011931.8Sqm
8282Planting of tress by the road side (Avenue Trees) in 0.60 m dia holes 1m deep dug in the ground ,--watering fixing the tree guatrd and maintenance the plants for one yearBI01010001010000000000000515BI010000119440each
8383Making tree guard 53 cm dia and 1.3 m high as per desgin from empty bitumen drum -- providing and fixing 2nos MS sheet rings 50mmx0.5mm with rivets complete in all respectBI01010001010000000000000515BI010000119540each
8484Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\nBI01010001010000000000000515BI010000119679.64Cum
8585Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109BI01010001010000000000000515BI01000011975.8Cum
8686Bedding for pipe\n(ii) Type B(First Class) Bedding\nLaying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)\n(i) Sand Filling\nBI01010001010000000000000515BI01000011987.86Cum
8787Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clouse 802,803,1202 & 1203. (I ) PCC grade M10 Nominal mix 1:3;6BI01010001010000000000000515BI010000119961.14Cum
8888Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.\n 1000 mm dia\nBI01010001010000000000000515BI010000120015Rm
8989Providing and laying dry rubble flooring complete as per drawings and technical specifications Clause 1303.3BI01010001010000000000000515BI010000120115.34Cum
90903rd Km Borangabari Kalyani Mandir Road to Napamua (including Three Cell Box Culvert)\nClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees 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, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.\ni) By Manual means\nA) In area of non-thorny jungleBI01010001010000000000000515BI01000012020.15Hect
9191Construction of embankment with approved material obtained from borrow pits with a lift 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 3002-2 with a lead upto 1000m as per Technical Specification Clause 301.5\n( i ) From private landBI01010001010000000000000515BI01000012031162.65Cum
9292Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1\n( i ) From private landBI01010001010000000000000515BI0100001204142.6Cum
9393Construction of Granular Sub-base by providing well graded 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.\n( i ) For Grading II MaterialBI01010001010000000000000515BI0100001205111.32Cum
9494WBM Gr III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.\nA) By Manual Means\nii) Hard broken metal from river boulder\n Grading III 53mm to 22.4 mm and Screening Type-BBI01010001010000000000000515BI010000120666.79Cum
9595Providing and laying of Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per Technical specification Clause 1504.BI01010001010000000000000515BI0100001207890.63Sqm
9696Providing and laying of boulder apron laid in wire crates with 4mm G.I> wire conforming to IS:280 and IS:4826 in 100mmX100mm mesh (woven diagonally) omcluding 10% extra-----------25kg each as per drawing and technical specification.BI01010001010000000000000515BI010000120823.5Cum
9797Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.BI01010001010000000000000515BI010000120950each
9898Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting------ 600 mm below ground level as per drawig and sign(all the steel work must be TATA/Sail). (1) 90cm equlateral trangleBI01010001010000000000000515BI01000012104each
9999Dismanting of existing structure like\nculverts, bridges, retaining wall and other structure comprising of masonry, cement concrete wood work, steel work including T&P and scaffolding where ever necessary, \nReinforced cement concreteBI01010001010000000000000515BI010000121160.9Cum
100100Earthwork in excavation for structuresas\nper drawings and technical specifications\nclause 305.1, including setting out, construction of shoring and bracing\nremoval of stumps and other deleterious materials disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable materials.\ni) in ordinary soil\ni) upto 3 m depthBI01010001010000000000000515BI0100001212197.62Cum
101101Providing concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification and clause 802,803,1202&1203.\nPCC grade M10\nNominal Mix (1:2.5:5)BI01010001010000000000000515BI010000121322.43Cum
102102Providing concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification and clause 802,803,1202&1203.\nPCC grade M15BI01010001010000000000000515BI010000121453.97Cum
103103Providing concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification and clause 802,803,1202&1203.\nRCC Grade M 20BI01010001010000000000000515BI010000121545.6Cum
104104Plain / Reinforced Cement concrete in substructure complete as per drawing and Technical Specificationas clause 802, 804,805,807,1202 and 1204\nIV) PCC Grade M 15 Nominal Mix\ni) With Crushed Stone Height upto 5.0mBI01010001010000000000000515BI010000121649.8Cum
105105Plain / Reinforced Cement concrete in substructure complete as per drawing and Technical Specificationas clause 802, 804,805,807,1202 and 1204\nRCC Grade M20BI01010001010000000000000515BI010000121731.5Cum
106106Providing and laying cement concrete in superstructure as per drawing and technical specifications clauses 800,1205.4 and 1205.5\nA) With Crushed stones\nII) RCC M 20\nFor nominal mix 1:2:4 (A) Hight up to 5mBI01010001010000000000000515BI010000121824.41Cum
107107Providing and laying cement concrete wearing coat M 30 gradeincluding reinforcement complete as per drawing and technical specifications clauses 800,1206.3BI01010001010000000000000515BI01000012195.38Cum
108108Construction of RCC railing of M 25\ngrade, in cast in situ with 20 mm nominal\nsize aggregate, true to line and grade,\ntolerance of vertical railing post not \nexceed 1 in 500, centre spacing between \nvertical posts not to exceed 2000mm as\nper drawingand technical specifications \nclauses 800,900and 1208.3BI01010001010000000000000515BI010000122020.8Rm
109109Supplying, fitting and placing HYSD bar\nreinforcement in foundation complete as\nper drawing and technical specifications\nas per MORTH clause 1000,1202.BI01010001010000000000000515BI01000012214.5MT
110110Supplying, fitting and placing HYSD bar\nreinforcement in Substructure complete as per drawing and technical specifications\nas per MORTH clause 1002,1005,1202BI01010001010000000000000515BI01000012222.96MT
111111Supplying, fitting and placing HYSD bar\nreinforcement in superstructure complete asper drawing and technical specifications\nas per MORTH clause 1002,1010,1202BI01010001010000000000000515BI01000012233.25MT
112112Drainage Spouts complete as per drawing and technical specification.BI01010001010000000000000515BI010000122412each
113113Back filling behind abutment, wing wall and return wall complete as per drawings and technical specifications Clauses 1204.3.8\nSandy materialBI01010001010000000000000515BI0100001225135Cum
114114Rainforced Cement Concrete M 25 grade approach slab including rainforcement and formwork complete as per drawings and technical specifications Clauses 800 and 1211BI01010001010000000000000515BI010000122615.75Cum
115115Construction of flexible appron 1m thick comprising of loose stone boulder weighting not less then 25 kg beyond curtain wall.BI01010001010000000000000515BI010000122783.2Cum
116116Providing and laying pitching on slope laid overr prepared filter media cl 1302\nStone/ BoulderBI01010001010000000000000515BI010000122843.2Cum
117117Providing and laying fillter materials underneath pitching in slope cl 1302BI01010001010000000000000515BI010000122910.8Cum
118118Double Cell Box Culvert (2mx2m) at Borangabari Hatibandha Road \nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, constraction of shoring and bracing, removel of stumps and other deleterious material and disposel upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.BI01010001010000000000000515BI0100001230133.8Cum
119119Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 15\nNominal mix (1:2.5:5)BI01010001010000000000000515BI010000123134.66Cum
120120Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 20\nNominal mix (1:2:4)BI01010001010000000000000515BI010000123283.34Cum
121121Plain/rainforced concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204\nA. With Crushed Stone\nRCC Grade M20 for height upto 5 mBI01010001010000000000000515BI010000123361.71Cum
122122Supplying, fitting and placing HYHD bar rainforcement (Fe 415) in substructure complete as per drawings and technical specifications Clause 1002, 1005, 1010 and 1202BI01010001010000000000000515BI01000012343.53MT
123123Providind and laying cement concrete wearing course M 30 grade including rainforcement complete as per drawings and technical specifications Clauses 800 and 1206.3\nWith crushed stoneBI01010001010000000000000515BI01000012352.42Cum
124124Providind and laying cement concrete wearing course M 30 grade including rainforcement complete as per drawings and technical specifications Clauses 800 and 1206.3BI01010001010000000000000515BI01000012362Cum
125125Back filling behind abutment, wing wall and return wall complete as per drawings and technical specifications Clauses 1204.3.8BI01010001010000000000000515BI010000123760Cum
126126Providind and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawings and technical specificationsBI01010001010000000000000515BI010000123815Rm
127127Providing weepholes in brick masonry/stone masonry, plain/rainforced 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 drawings and technical specifications Clauses 614,709, 1204.3.7BI01010001010000000000000515BI010000123926each
128128Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compected to firm condition complete as per drawings and technical specifications Clause 1204.3.8BI01010001010000000000000515BI010000124018Cum
129129Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighting less than 25 kg laid dry complete as per drawings and technical specifications Clause 1301\nFloor AppronBI01010001010000000000000515BI010000124172.8Cum
130130Construction of embankment with approved material obtained from borrow pits with a lift 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 3002-2 with a lead upto 1000m as per Technical Specification Clause 301.5BI01010001010000000000000515BI0100001242289.38Cum
131131Construction of Granular Sub-base by providing well graded 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. (I) For grading II meterial For Ch 29.00m to 39.00mBI01010001010000000000000515BI010000124338.85Cum
132132Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in unirorm thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and booming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.\nA) By Manual Means\nii) Hard broken metal from river boulder\nGrading III 53mm to 22.4 mm and Screening Type-BBI01010001010000000000000515BI01000012448.44Cum
133133Providing and laying of Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per Technical specification Clause 1504.BI01010001010000000000000515BI0100001245112.5Sqm
134134Construction of road sub-way Construction of cold weather bamboo bridge over all width of 3.70m and clear roadway 3m with jungule wood post 20 to 25cm dia 5 nos in each row and rows being 2,1m apart except for th-------------- including all necssary bolts nuts coir roop,sturts,nail etc.complete a layer of brushwood exposed portion out side track way with earth topping complete as per direction of the department.BI01010001010000000000000515BI01000012468.5Rm

AI Tender Summary

OUR REF NO 26993076
AUTHORITY Government Departments
TENDER VALUE 2.80 Crore
LAST DATE 18-02-2021
Authority
Authority Name Public Works Roads Department
Work Description Sopd_G_20_21_228 Construction Of Road By Icbp ( 1 ) Dhupabar Satra Road , ( 2 ) 3Rd Km Borangabari Kalyani Mandir Road To Napamua ( Including 3 Cell Box Culvert ) , ( 3 ) Jalukbari Itapara Road , ( 4 ) Nh-15 To Rangalial Sc Village Road , ( 5 ) Kanaklata Path To Dor
Basic Detail
Tender No CE/DEV/TB/93/2020-21/80
Bidding Type Tender
Location
City Gohpur
State Assam
Key Dates
Publish Date 16 Feb 2021
Submission Date 18 Feb 2021
Open Date 18 Feb 2021
Finance
Tender Value 2.80 Crore
Tender Fee 9000
EMD 5.60 Lakhs
Exemption Not Available
Document List
EC60AEA3-4A62-4EE0-8E34-8A54A5795828.html
Tendernotice_1.pdf
BOQ_33161.xls
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Tender Timeline

Feb 16, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 18, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 18, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

EC60AEA3-4A62-4EE0-8E34-8A54A5795828.html

pdf

Tendernotice_1.pdf

xls

BOQ_33161.xls

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