Construction Of Road From ( 1 ) Rowmoria To Bhogpuria Lp School ( L-139 ) , ( 2 ) Gusai Chuk To Sissapathar Bridge Approach Adialengi Road ( L-046 ) , ( 3 ) Bihpuria Narayanpur Road At Kawoimari To Lagasugaon ( T-02 ) , ( 4 ) Jabjup No .
Tender Value
Ref. Documents
Estimated cost
Bid Submission
01 Feb 2021
0 days left
EMD
6.54 Lakhs
Bank guarantee accepted
Document Fee
9800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bihpuria → Assam
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Construction Of Road From ( 1 ) Rowmoria To Bhogpuria Lp School ( L-139 ) , ( 2 ) Gusai Chuk To Sissapathar Bridge Approach Adialengi Road ( L-046 ) , ( 3 ) Bihpuria Narayanpur Road At Kawoimari To Lagasugaon ( T-02 ) , ( 4 ) Jabjup No . 1 To Baruah Ch
BOQ
| Name of Work: Construction of road from (1) Rowmoria to Bhogpuria LP School (L-139), (2) Gusai Chuk to Sissapathar Bridge approach Adialengi road (L-046), (3) Bihpuria Narayanpur road at Kawoimari to Lagasugaon (T-02), (4) Jabjup No. 1 to Baruah Chuk (L-132) under SOPD-G for the year 2020-21, Bihpuria LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1.Rowmoria to Bhogpuria LP School\nClearing and grubbing road land including uprooting with vegetation grass,bushes,shrubs,saplings and trees upto 300 mm removal of…………….not exceeding 150 mm in thickness by manual means A)In area non thorny jungle | BI01010001010000000000000515BI0100001113 | 1.29 | Hect |
| 2 | 2 | Dismantling of Structures :- Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scafolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause202.I. By Manual Means (B) Cement Concrete | BI01010001010000000000000515BI0100001114 | 37.8 | cum |
| 3 | 3 | Dismantling of Structures :- Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scafolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause202.I. By Manual Means(C) Reinforced Cement Concrete | BI01010001010000000000000515BI0100001115 | 1.88 | cum |
| 4 | 4 | Removing all types of Hume Pipe :-Removing all types of Hume Pipes and stacking Within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as Per Technical Specification clause 202.(B) Above 600 mm to 900 mm dia Hume Pipe | BI01010001010000000000000515BI0100001116 | 20 | Rm |
| 5 | 5 | Removal of Telephone/Electric Poles and Lines\nRemoval of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202. | BI01010001010000000000000515BI0100001117 | 13 | each |
| 6 | 6 | Reestabalished of Telephone/Electric Poles and Lines\nReeatabalished of telephone/electric poles with wires including excavation and of foundation concrete and lines under the supervision of concerned department. | BI01010001010000000000000515BI0100001118 | 13 | each |
| 7 | 7 | Construction of embankmenet(core)with materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-1………clouse 301.5 i) from private land | BI01010001010000000000000515BI0100001119 | 5043.33 | cum |
| 8 | 8 | Construction of sub-gradewith materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet……….. requirement of table 300-2 i)From private land | BI01010001010000000000000515BI0100001120 | 5448.3 | cum |
| 9 | 9 | Construction of granular sub-base(GSB) by providing well graded materials speading in uniform layers with motor grader on…………….with smooth wheel roller to achieve the desired density.(A)By mixed in place methot.(ii) for grading II materials | BI01010001010000000000000515BI0100001121 | 732.56 | cum |
| 10 | 10 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | BI01010001010000000000000515BI0100001122 | 679.69 | cum |
| 11 | 11 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.'(i) With bitumen emulsion-CSS-1h | BI01010001010000000000000515BI0100001123 | 5437.5 | Sqm |
| 12 | 12 | Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.20 kg. Per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. '(I)With Bitumen emulsion CSS-1h / '(c) Granular surfaces treated with primer | BI01010001010000000000000515BI0100001124 | 5437.5 | Sqm |
| 13 | 13 | Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. | BI01010001010000000000000515BI0100001125 | 135.94 | cum |
| 14 | 14 | Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out…………with excavated material.1. Ordinary soil (i) upto 3m depth. | BI01010001010000000000000515BI0100001126 | 202.46 | cum |
| 15 | 15 | Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii)\n (ii) Granular material | BI01010001010000000000000515BI0100001127 | 15.3 | cum |
| 16 | 16 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head Walls as per drawing and Technical specification clause 1109. | BI01010001010000000000000515BI0100001128 | 6.72 | cum |
| 17 | 17 | PCC M15 (1:2.5:5 nominal mix) in foundation of walls complete excluding plastering. As per DrawingTechnical specification clause 800 and 1211. | BI01010001010000000000000515BI0100001129 | 93.93 | cum |
| 18 | 18 | Providing and laying RCC pipe NP3 as per design in Single Row for culverts on first class bedding of granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation, protection work, backfilling, concrete works in head walls and parapets Clause 1106. 1000mm dia | BI01010001010000000000000515BI0100001130 | 30 | Rm |
| 19 | 19 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.ii) 60 cm equilateral tringle | BI01010001010000000000000515BI0100001131 | 4 | each |
| 20 | 20 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.iii) 60 cm circular | BI01010001010000000000000515BI0100001132 | 2 | each |
| 21 | 21 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.iv) 80cm X 60cm rectangular | BI01010001010000000000000515BI0100001133 | 2 | each |
| 22 | 22 | Gushai Chuck to Dhunaguri via Botok Goya Satra \nClearing and grubbing road land including uprooting with vegetation grass,bushes,shrubs,saplings and trees upto 300 mm removal of…………….not exceeding 150 mm in thickness by manual means A)In area non thorny jungle | BI01010001010000000000000515BI0100001134 | 1.14 | Hect |
| 23 | 23 | Construction of embankmenet(core)with materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-1………clouse 301.5 i) from private land | BI01010001010000000000000515BI0100001135 | 5863.61 | cum |
| 24 | 24 | Construction of sub-gradewith materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet……….. requirement of table 300-2 i)From private land | BI01010001010000000000000515BI0100001136 | 4788.44 | cum |
| 25 | 25 | Construction of granular sub-base(GSB) by providing well graded materials speading in uniform layers with motor grader on…………….with smooth wheel roller to achieve the desired density.(A)By mixed in place methot.(ii) for grading II materials | BI01010001010000000000000515BI0100001137 | 787.89 | cum |
| 26 | 26 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.\n | BI01010001010000000000000515BI0100001138 | 610.55 | cum |
| 27 | 27 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.'(i) With bitumen emulsion-CSS-1h | BI01010001010000000000000515BI0100001139 | 4884.38 | Sqm |
| 28 | 28 | Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.20 kg. Per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. '(I)With Bitumen emulsion CSS-1h / '(c) Granular surfaces treated with primer | BI01010001010000000000000515BI0100001140 | 4884.38 | Sqm |
| 29 | 29 | Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. | BI01010001010000000000000515BI0100001141 | 146.53 | cum |
| 30 | 30 | Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out…………with excavated material.1. Ordinary soil (i) upto 3m depth. | BI01010001010000000000000515BI0100001142 | 50.62 | cum |
| 31 | 31 | Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii)\n (ii) Granular material | BI01010001010000000000000515BI0100001143 | 3.83 | cum |
| 32 | 32 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head Walls as per drawing and Technical specification clause 1109. | BI01010001010000000000000515BI0100001144 | 1.68 | cum |
| 33 | 33 | PCC M15 (1:2.5:5 nominal mix) in foundation of walls complete excluding plastering. As per DrawingTechnical specification clause 800 and 1211. | BI01010001010000000000000515BI0100001145 | 23.48 | cum |
| 34 | 34 | Providing and laying RCC pipe NP3 as per design in Single Row for culverts on first class bedding of granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation, protection work, backfilling, concrete works in head walls and parapets Clause 1106. 1000 mm dia | BI01010001010000000000000515BI0100001146 | 7.5 | Rm |
| 35 | 35 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.ii) 60 cm equilateral tringle | BI01010001010000000000000515BI0100001147 | 3 | each |
| 36 | 36 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.iii) 60 cm circular | BI01010001010000000000000515BI0100001148 | 1 | each |
| 37 | 37 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.iv) 80cm X 60cm rectangular | BI01010001010000000000000515BI0100001149 | 1 | each |
| 38 | 38 | Bihpuria Narayanpur Road at Kawoimari to Lagasu gaon (Ch.7.60km to 8.80km) \nClearing & grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling and tree of girth upto 300mm, removal of stupms of such trees cut earlier & disposal of unserviceble materials and stacking of serviceble materials to beused or auctioned, upto a lead of 1000 m including removel and disposal of top orgenic soil not execeeding 150 mm in thickness as per Technical Specification Clause 201 (i) By manual means (A) In area of non-thorny jungle | BI01010001010000000000000515BI0100001150 | 0.96 | Hect |
| 39 | 39 | Construction of embankment with approved material obtained from borrow pits with all lifts & 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 (I) Private Land. | BI01010001010000000000000515BI0100001151 | 8462.29 | cum |
| 40 | 40 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & 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 (I) Private Land. | BI01010001010000000000000515BI0100001152 | 3678.3 | cum |
| 41 | 41 | Construction of granular sub-base by providing well graded material, spreading in uniform layer 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 Cl.401. (i) For Grading -iii. | BI01010001010000000000000515BI0100001153 | 571.88 | cum |
| 42 | 42 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | BI01010001010000000000000515BI0100001154 | 571.88 | cum |
| 43 | 43 | Prime-Coat ( I) Low porosity Providing and applying primmer coat with bitumin emultion (CSS-1) on prepared surface of granular base /WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause 502. | BI01010001010000000000000515BI0100001155 | 2700 | Sqm |
| 44 | 44 | Tack Coat Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor @ of .20-0.25 kg/sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification cl. 503 | BI01010001010000000000000515BI0100001156 | 2700 | Sqm |
| 45 | 45 | Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. | BI01010001010000000000000515BI0100001157 | 114.38 | cum |
| 46 | 46 | A. Retro-reflectorsed Traffic Signs -Providing and fixing of retro-reflectorised cautionary,mandatory and infomatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 2mm thick supported on a mild steel angle iron post 75 mmx 75mm x 6 mm firmly fixed to the ground cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Teachnical Specification Clause 801 | BI01010001010000000000000515BI0100001158 | 1 | each |
| 47 | 47 | Jabjup No-1 to Baruah Chuk \nClearing and grubbing road land including uprooting with vegetation grass,bushes,shrubs,saplings and trees upto 300 mm removal of…………….not exceeding 150 mm in thickness by manual means A)In area non thorny jungle | BI01010001010000000000000515BI0100001159 | 0.41 | Hect |
| 48 | 48 | Construction of embankmenet(core)with materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-1………clouse 301.5 i) from private land | BI01010001010000000000000515BI0100001160 | 2068.75 | cum |
| 49 | 49 | Construction of sub-gradewith materials obtained from borrow pit with initial lead upto 1.5m,transporting to site,spreading,grading to required slope and compacting to meet……….. requirement of table 300-2 i)From private land | BI01010001010000000000000515BI0100001161 | 1764.15 | cum |
| 50 | 50 | Construction of granular sub-base(GSB) by providing well graded materials speading in uniform layers with motor grader on…………….with smooth wheel roller to achieve the desired density.(A)By mixed in place methot.(ii) for grading II materials | BI01010001010000000000000515BI0100001162 | 288.9 | cum |
| 51 | 51 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.\n \n | BI01010001010000000000000515BI0100001163 | 225 | cum |
| 52 | 52 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.'(i) With bitumen emulsion-CSS-1h | BI01010001010000000000000515BI0100001164 | 1800 | Sqm |
| 53 | 53 | Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.20 kg. Per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. '(I)With Bitumen emulsion CSS-1h / '(c) Granular surfaces treated with primer | BI01010001010000000000000515BI0100001165 | 1800 | Sqm |
| 54 | 54 | Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. | BI01010001010000000000000515BI0100001166 | 54 | cum |
| 55 | 55 | Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out…………with excavated material.1. Ordinary soil (i) upto 3m depth. | BI01010001010000000000000515BI0100001167 | 50.62 | cum |
| 56 | 56 | Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii)\n (ii) Granular material | BI01010001010000000000000515BI0100001168 | 3.83 | cum |
| 57 | 57 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head Walls as per drawing and Technical specification clause 1109. | BI01010001010000000000000515BI0100001169 | 1.68 | cum |
| 58 | 58 | PCC M15 (1:2.5:5 nominal mix) in foundation of walls complete excluding plastering. As per DrawingTechnical specification clause 800 and 1211. | BI01010001010000000000000515BI0100001170 | 23.48 | cum |
| 59 | 59 | Providing and laying RCC pipe NP3 as per design in Single Row for culverts on first class bedding of granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation, protection work, backfilling, concrete works in head walls and parapets Clause 1106. 1000 mm dia | BI01010001010000000000000515BI0100001171 | 7.5 | Rm |
| 60 | 60 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.ii) 60 cm equilateral tringle | BI01010001010000000000000515BI0100001172 | 3 | each |
| 61 | 61 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.iii) 60 cm circular | BI01010001010000000000000515BI0100001173 | 1 | each |
| 62 | 62 | Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective setting vide Cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel Engle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.iv) 80cm X 60cm rectangular | BI01010001010000000000000515BI0100001174 | 1 | each |
AI Tender Summary
Tender Timeline
Jan 19, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 01, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 01, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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