Construction Of Road From Kumba To Joypur Via Nisthal And Langlacherra Under Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Udharbond Lac
Tender Value
10 Crore
Estimated cost
Bid Submission
05 Feb 2020
0 days left
EMD
20 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Udharbond → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Kumba To Joypur Via Nisthal And Langlacherra Under Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Udharbond Lac
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Feb-2020 | Extension | Date | 05-Feb-2020 |
BOQ
| Name of Work: Construction of road from Kumba to Joypur via Nisthal & Langlacherra under under Signature Project of SOPD-G (State Priority Scheme) for the year 2019-20, Udharbond LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres),(i) Lime / Cement Concrete, II.By Mechanical Means\nA) Cement Concrete | BI01010001010000000000000515BI0100001113 | 116.98 | Cum. |
| 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 scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres),(ix)Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. B) Above 600 mm to 900 mm dia | BI01010001010000000000000515BI0100001114 | 82.5 | Cum. |
| 3 | 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 | BI01010001010000000000000515BI0100001115 | 7402.65 | Cum. |
| 4 | 4 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,loading and disposal of cut road with in all lifts and leads upto 1000 metres) | BI01010001010000000000000515BI0100001116 | 14805.3 | Cum. |
| 5 | 5 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land | BI01010001010000000000000515BI0100001117 | 27597.2 | Cum. |
| 6 | 6 | Construction of subgrade 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) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) from private land | BI01010001010000000000000515BI0100001118 | 25875.5 | Cum. |
| 7 | 7 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) A.(i)for grading- I Material | BI01010001010000000000000515BI0100001119 | 4269.5 | Cum. |
| 8 | 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) | BI01010001010000000000000515BI0100001120 | 5692.67 | Cum. |
| 9 | 9 | 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 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)\n(i) With bitumen emulsion-CSS-1h | BI01010001010000000000000515BI0100001121 | 28575 | Sqm. |
| 10 | 10 | Providing and applying Tack Coat with bitumen emulsion pressure distributor at the rate 0.20-0.25 Kg/Sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per technical specification.Clause-503 (b) dry & hungry bituminous surface\n(Two coats) | BI01010001010000000000000515BI0100001122 | 57150 | Sqm. |
| 11 | 11 | Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)( including carriage up to initial lead of 5.0 km) ( The penetration grade bitumen shall have kinematic viscisity lying in the range 1x104 to 7x105 centistokes)( Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) Without anti stripping agent (I)' Paving bitumen 60/70 or VG-30 grade \nCase - II : 13 mm nominal size chipping | BI01010001010000000000000515BI0100001123 | 28575 | Sqm. |
| 12 | 12 | Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 507. complete in all respect. ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)(A) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) ,a) (I)with 60/70 or VG-30 grade paved bitumen,(ii) for GradingII(19 mm nominal size) | BI01010001010000000000000515BI0100001124 | 1423.17 | Cum. |
| 13 | 13 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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.509. complete in all respect. ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (A) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification),a)(I)'with 60/70 or VG-30 grade bitumen,(ii) for GradingII(10 mm nominal size) | BI01010001010000000000000515BI0100001125 | 1138.53 | Cum. |
| 14 | 14 | Earthwork in excavation for 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 sides and bottom and backfilling in trenches with xcavated suitable material.(I) Ordinary Soil (i) Up to 3m depth | BI01010001010000000000000515BI0100001126 | 338.94 | Cum. |
| 15 | 15 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | BI01010001010000000000000515BI0100001127 | 24.78 | Cum. |
| 16 | 16 | Plain cement concrete in foundation as per drawing and technical specifications (I)(A)PCC Grade M-15 | BI01010001010000000000000515BI0100001128 | 74.06 | Cum. |
| 17 | 17 | Plain cement concrete in sub structure as per drawing and technical specifications (I)(A)PCC Grade M-15 | BI01010001010000000000000515BI0100001129 | 54.18 | Cum. |
| 18 | 18 | Supply of NP-4 Hume Pipe 1000 mm dia | BI01010001010000000000000515BI0100001130 | 87.5 | Cum. |
| 19 | 19 | Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding. | BI01010001010000000000000515BI0100001131 | 87.5 | Cum. |
| 20 | 20 | Providing and laying of dry rubble flooring at cross drainage works for relatively less important works. | BI01010001010000000000000515BI0100001132 | 14.21 | Cum. |
| 21 | 21 | \nConstruction of Box Culvert\nExcavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I Ordinary soil,A Manual Means,(I) Without dewatering,(i)upto 3 m depth | BI01010001010000000000000515BI0100001133 | 85.97 | Cum. |
| 22 | 22 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | BI01010001010000000000000515BI0100001134 | 30.78 | Cum. |
| 23 | 23 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15 | BI01010001010000000000000515BI0100001135 | 3.42 | Cum. |
| 24 | 24 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, C RCC Grade M-20 | BI01010001010000000000000515BI0100001136 | 10.85 | Cum. |
| 25 | 25 | Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications (b) With TATA Make TMT Rebar | BI01010001010000000000000515BI0100001137 | 0.27 | M.T. |
| 26 | 26 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications (b) With TATA Make TMT Rebar | BI01010001010000000000000515BI0100001138 | 2.61 | M.T. |
| 27 | 27 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork | BI01010001010000000000000515BI0100001139 | 44.18 | Cum. |
| 28 | 28 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Cl. 800 and 1206.3,B. Natural gravel | BI01010001010000000000000515BI0100001140 | 1.88 | Cum. |
| 29 | 29 | Providing Pressure relief pipes 100 mm dia. In bottom slab of box cell on a filter media base of 500x 500 mm as per drawing and technical specfication clause 1205.5.7 | BI01010001010000000000000515BI0100001141 | 8 | Nos. |
| 30 | 30 | Providing and Laying Curtain wall complete as per drawing and Technical specification clause 1304, B) Cement Concrete Grade M-15 | BI01010001010000000000000515BI0100001142 | 8.14 | Cum. |
| 31 | 31 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ), (B) for RCC Railing | BI01010001010000000000000515BI0100001143 | 7.6 | Rm. |
| 32 | 32 | Dry rubble Flooring:Construction of dry rubble flooring at cross drainage works for relatively less important works. | BI01010001010000000000000515BI0100001144 | 18.24 | Cum. |
| 33 | 33 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. | BI01010001010000000000000515BI0100001145 | 22.8 | Cum. |
| 34 | 34 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. | BI01010001010000000000000515BI0100001146 | 7.6 | Metre |
| 35 | 35 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification , 'II -Sandy material | BI01010001010000000000000515BI0100001147 | 72.4 | Cum. |
| 36 | 36 | Construction of Return Wall\nEarthwork in excavation for foundation of structures up to 3.00 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backs filling with approved materials | BI01010001010000000000000515BI0100001148 | 50.59 | Cum. |
| 37 | 37 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15 | BI01010001010000000000000515BI0100001149 | 27.74 | Cum. |
| 38 | 38 | Plain/Reinforced cement concrete, in Substructure complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15 | BI01010001010000000000000515BI0100001150 | 40.37 | Cum. |
| 39 | 39 | Plain/Reinforced cement concrete, in Substructure complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15 | BI01010001010000000000000515BI0100001151 | 0.72 | Cum. |
| 40 | 40 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001152 | 36 | Nos. |
| 41 | 41 | 16.50M RCC Bridge\nEarth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH clause No.304.\ni. In Ordinary Soil\nii. 3.00m to 6.00m depth | BI01010001010000000000000515BI0100001153 | 274.98 | cum |
| 42 | 42 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications nd removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm) | BI01010001010000000000000515BI0100001154 | 263.2 | metre |
| 43 | 43 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV)\n(a) Initial and routine load test | BI01010001010000000000000515BI0100001155 | 150 | MT |
| 44 | 44 | Leveling Course for Pile Cap | BI01010001010000000000000515BI0100001156 | 8.1 | Cum |
| 45 | 45 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification\nB RCC Grade M25\n(I) Using Concrete Mixer | BI01010001010000000000000515BI0100001157 | 113.52 | Cum |
| 46 | 46 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications | BI01010001010000000000000515BI0100001158 | 24.97 | MT |
| 47 | 47 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification \nFor height upto 5 m\nR.C.C. grade M 25 | BI01010001010000000000000515BI0100001159 | 62.13 | Cum |
| 48 | 48 | Supplying, fitting and placing TMT bar reinforcement in substructrue complete as per drawings and technical specifications | BI01010001010000000000000515BI0100001160 | 4.39 | MT |
| 49 | 49 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX and clause 2005 MoRTH specification complete including all accessories as per drawings and technical specification | BI01010001010000000000000515BI0100001161 | 73785.6 | Cucm |
| 50 | 50 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5\nB. RCC M-25\na. Height upto 5.0m | BI01010001010000000000000515BI0100001162 | 61.2 | Cum |
| 51 | 51 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001163 | 10.37 | MT |
| 52 | 52 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001164 | 9.63 | cum |
| 53 | 53 | Construction ofprecast R.C.C. railing of M 30 grade aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical railing RCC post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm, leveling adequate spacing between vertical poss for expansion, complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001165 | 48.24 | RM |
| 54 | 54 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70mm, compete as per approved drawings and standard specificatios to be installed by the manufacture/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation. | BI01010001010000000000000515BI0100001166 | 16.9 | Rm |
| 55 | 55 | Drainage spouts complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001167 | 8 | Nos |
| 56 | 56 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification\nA) Granular material | BI01010001010000000000000515BI0100001168 | 193.21 | Cum |
| 57 | 57 | PCC M15 ordinary grade (1:2.5:5) in levelling course below approach slab complete as per drawing and technical specifications clause 800 and 1211 | BI01010001010000000000000515BI0100001169 | 5.07 | Cum |
| 58 | 58 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211\nA. With Crushed stone | BI01010001010000000000000515BI0100001170 | 15.75 | Cum |
| 59 | 59 | Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing | BI01010001010000000000000515BI0100001171 | 132.62 | Cum |
| 60 | 60 | Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder | BI01010001010000000000000515BI0100001172 | 76.92 | Cum |
| 61 | 61 | Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302 | BI01010001010000000000000515BI0100001173 | 38.46 | Cum |
| 62 | 62 | CC Open drain\nEarthwork in excavation for foundation of structures up to 3.00 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backs filling with approved materials | BI01010001010000000000000515BI0100001174 | 307.2 | Cum. |
| 63 | 63 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | BI01010001010000000000000515BI0100001175 | 19.2 | Cum. |
| 64 | 64 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | BI01010001010000000000000515BI0100001176 | 19.2 | Cum. |
| 65 | 65 | Providing concrete for Plain/Reinforced cement concrete in Substructure complete as per drawing and technical Specification and as per relevant Cl. 802,804,805,806,807,1202&1204 | BI01010001010000000000000515BI0100001177 | 38.4 | Cum. |
| 66 | 66 | Retaining Wall\nEarthwork in excavation for foundation of structures up to 3.00 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backs filling with approved materials | BI01010001010000000000000515BI0100001178 | 33.36 | Cum. |
| 67 | 67 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | BI01010001010000000000000515BI0100001179 | 16.8 | Cum. |
| 68 | 68 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001180 | 129 | Cum. |
| 69 | 69 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications | BI01010001010000000000000515BI0100001181 | 16 | Sqm. |
| 70 | 70 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001182 | 80 | Nos. |
| 71 | 71 | 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 toeards\nthe 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. | BI01010001010000000000000515BI0100001183 | 10.2 | Cum. |
| 72 | 72 | Direction and place identification sign upto 0.9sqm size board. \nProviding and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation 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)(i) 1500 mm x 900 mm, 2 Nos. | BI01010001010000000000000515BI0100001184 | 2.7 | Sq.m. |
| 73 | 73 | Retro 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 vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation 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)i) At X-roads, 90 cm Equilateral triangle | BI01010001010000000000000515BI0100001185 | 3 | Each |
| 74 | 74 | Retro 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 vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation 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)i) At X-roads, 90 cm Equilateral triangle | BI01010001010000000000000515BI0100001186 | 4 | Each |
| 75 | 75 | 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 | BI01010001010000000000000515BI0100001187 | 1060 | Sq.m. |
| 76 | 76 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)(i)5th kilometre stone (precast) | BI01010001010000000000000515BI0100001188 | 1 | Each |
| 77 | 77 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii)Ordinary Kilometer stone (Precast) | BI01010001010000000000000515BI0100001189 | 5 | Each |
| 78 | 78 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (iii)Hectometer stone (Precast) | BI01010001010000000000000515BI0100001190 | 22 | Each |
AI Tender Summary
Tender Timeline
Feb 01, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 05, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 05, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender