Construction Of Dihangi Khejurbond Road Under Sopd-G ( Signature Project ) In Dima Hasao District Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2020-21 , ( L5 . 50 Km ) , Autonomous District Hpc , Haflong Lac
Tender Value
13.71 Crore
Estimated cost
Bid Submission
18 Feb 2021
0 days left
EMD
27.44 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
Haflong → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Dihangi Khejurbond Road Under Sopd-G ( Signature Project ) In Dima Hasao District Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2020-21 , ( L5 . 50 Km ) , Autonomous District Hpc , Haflong Lac
BOQ
| Name of Work: Construction of Dihangi Khejurbond road under SOPD-G (Signature Project) in Dima Hasao District under Signature Project of SOPD-G (State Priority Scheme) for the year 2020-21, (L=5.50 km), Autonomous District HPC, Haflong LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.\n(I) By Manual Means:-\nA. In area of light Jungle | BI01010001010000000000000515BI0100001113 | 4.95 | Hect |
| 2 | 2 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes\n(a) Disposing of excavated earth with all lifts and lead upto 1000 metres) | BI01010001010000000000000515BI0100001114 | 85433.2 | Cum |
| 3 | 3 | Construction of Embankment with Material Deposited from Roadway Cutting (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 | 2648.95 | Cum |
| 4 | 4 | Construction of Subgrade and Earthen Shoulders (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) ( including compensation of earth.)(a), (Including cost of testing of materials at site and laboratory as directed by the deptt.) | BI01010001010000000000000515BI0100001116 | 18260 | Cum |
| 5 | 5 | Construction 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 Material | BI01010001010000000000000515BI0100001117 | 3105.94 | Cum |
| 6 | 6 | Water Bound Macadam Grading 2\n(c) Using Screening Type-B (11.2mm Agg.)\nProviding, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarses aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 | BI01010001010000000000000515BI0100001118 | 1552.97 | Cum |
| 7 | 7 | Water Bound Macadam Grading 3\n(b) Using Screening Type-B (11.2mm Agg.)\nProviding, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarses aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405 | BI01010001010000000000000515BI0100001119 | 1552.97 | Cum |
| 8 | 8 | Prime coat (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 specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) \nB. Primer@ 1.00kg per sqm\n(ii) With bitumen emulsion CSS-1h | BI01010001010000000000000515BI0100001120 | 20706.3 | Sqm |
| 9 | 9 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)\n(III) With Bitumen emulsion CSS-1h | BI01010001010000000000000515BI0100001121 | 20706 | Sqm |
| 10 | 10 | Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a pr( 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.) \nA. Without anti stripping agent\n(a) with 60/70 or VG-30 grade paved bitumen\n(ii) for GradingI(40 mm nominal size) | BI01010001010000000000000515BI0100001122 | 1035.31 | Cum |
| 11 | 11 | 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.( 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.) \n(D) 'With rock dust as filler (refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982( Refer Appendix-5 of MoSRT&H specification)\n(I) With 60/70 grade Bitumen\n(ii) for GradingII (10 mm nominal size) | BI01010001010000000000000515BI0100001123 | 517.66 | Cum |
| 12 | 12 | Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.\n(B) Mechanical Means | BI01010001010000000000000515BI0100001124 | 985 | Rm |
| 13 | 13 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | BI01010001010000000000000515BI0100001125 | 136 | Cum |
| 14 | 14 | Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 | BI01010001010000000000000515BI0100001126 | 1100 | Sqm |
| 15 | 15 | 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)\n60cm equilateral traingle | BI01010001010000000000000515BI0100001127 | 6 | No |
| 16 | 16 | 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)\n60cm circular | BI01010001010000000000000515BI0100001128 | 6 | No |
| 17 | 17 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703\n5th Kilometer Stone | BI01010001010000000000000515BI0100001129 | 1 | No |
| 18 | 18 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703\nOrdinary Kilometer Stone (precast) | BI01010001010000000000000515BI0100001130 | 4 | No |
| 19 | 19 | RCC Bridge No 3/2\nEarthwork 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.A. Manual Means. i). In Ordinary Soil i. Depth upto 3.00m | BI01010001010000000000000515BI0100001131 | 1332 | Cum |
| 20 | 20 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1200mm) | BI01010001010000000000000515BI0100001132 | 338.4 | RM |
| 21 | 21 | Providing and laying of PCC M15 levelling course 100mm thick below the pile cap as per drawing and technical specification of MORTH Section\n | BI01010001010000000000000515BI0100001133 | 21.94 | Cum |
| 22 | 22 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH Section 1100,1500&1700. B RCC Grade M25 (I) Using Concrete Mixer | BI01010001010000000000000515BI0100001134 | 244.15 | Cum |
| 23 | 23 | Supplying, fitting and placing TMT bar (Fe 500D) reinforcement in Foundation complete as per drawing and technical specification clauses 1000 & 1202 (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/ Shyam steel/RINL) | BI01010001010000000000000515BI0100001135 | 62 | MT |
| 24 | 24 | Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications as Clause 802,804,805,806,807,1202 & 1204 i).Height 0.0 m to 5.0m Case – I : Using Concrete Mixer IV.. RCC M-25 Grade | BI01010001010000000000000515BI0100001136 | 238.32 | Cum |
| 25 | 25 | Supplying, fitting and placing TMT bar reinforcement in sub structure complete as per drawing and technical specification clauses 1002,1005,1010 & 1202 (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/ Shyam steel/RINL) | BI01010001010000000000000515BI0100001137 | 15.62 | MT |
| 26 | 26 | Supplying, fitting and fixing in position true to line and level cast steel rocker bearing capacity conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | BI01010001010000000000000515BI0100001138 | 400 | Tonne Capacity |
| 27 | 27 | Supplying, fitting and fixing in position true to line and level forged steel roller bearing capacity conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | BI01010001010000000000000515BI0100001139 | 400 | Tonne Capacity |
| 28 | 28 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification’ including steel shuttering formwork.\nC RCC Grade M30\nCase I Using Concrete Mixer\n(i) For solid slab super-structure\nc Height 5m to 10m | BI01010001010000000000000515BI0100001140 | 85.04 | Cum |
| 29 | 29 | Supplying, fitting and placing TMT bar reinforcement in Superstructure complete as per drawing and technical specification clauses 1000 & 1202 (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/ Shyam steel/RINL) | BI01010001010000000000000515BI0100001141 | 9.93 | MT |
| 30 | 30 | Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications of clause 800 and 1206.3 \n | BI01010001010000000000000515BI0100001142 | 32.25 | Cum |
| 31 | 31 | Structural steel Built-Up-Girder (BUG) (Providing and launching Steel Truss of Structural steel BUG Super Structure including painting complete as per as per drawing and technical specifications under Section 1900 of MOST.) | BI01010001010000000000000515BI0100001143 | 109.85 | MT |
| 32 | 32 | Compression Seal Joint (Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the gap with special adhesive binder to cater for a horizontal movement up to 40mm and vertical movement of 3mm.) | BI01010001010000000000000515BI0100001144 | 15 | RM |
| 33 | 33 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification\n(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel or equivalent) | BI01010001010000000000000515BI0100001145 | 22.5 | cum |
| 34 | 34 | Back filling behind Abutment , Wing Wall and return wall complete as per drawing and Technical specification Clause no.1204.3.8 ii) Sandy Material\n | BI01010001010000000000000515BI0100001146 | 150 | Cum |
| 35 | 35 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)\n | BI01010001010000000000000515BI0100001147 | 114 | Cum |
| 36 | 36 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications | BI01010001010000000000000515BI0100001148 | 163.2 | Cum |
| 37 | 37 | Single Row 1000mm dia HPC\n'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 excavated suitable material. | BI01010001010000000000000515BI0100001149 | 580.72 | Cum |
| 38 | 38 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nA With crushed Stone\nI P.C.C grade M 10 | BI01010001010000000000000515BI0100001150 | 49 | Cum |
| 39 | 39 | Bedding for Pipe \nType B (First Class) Bedding\nLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) | BI01010001010000000000000515BI0100001151 | 44.1 | Cum |
| 40 | 40 | Providing 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(B) 1000 mm dia | BI01010001010000000000000515BI0100001152 | 140 | Rm |
| 41 | 41 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.\nI Without plasticiser\nB PCC Grade M20 | BI01010001010000000000000515BI0100001153 | 245.28 | cum |
| 42 | 42 | Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification including steel shuttering formwork.\nI Without plasticiser\nB PCC Grade M20 | BI01010001010000000000000515BI0100001154 | 186.9 | cum |
| 43 | 43 | Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works. | BI01010001010000000000000515BI0100001155 | 51.52 | cum |
| 44 | 44 | Stone masonry work in cement mortar 1:3 in sub-structure complete as drawing and Technical Specification\n(b) Random Rubble Masonry | BI01010001010000000000000515BI0100001156 | 7 | cum |
| 45 | 45 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications\nB Coursed rubble masonry (first sort ) | BI01010001010000000000000515BI0100001157 | 21.28 | cum |
| 46 | 46 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | BI01010001010000000000000515BI0100001158 | 48.72 | cum |
| 47 | 47 | RCC Box Cell Culvert (1 x 2.00m x 2.00m)\nEarthwork 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 excavated suitable material.\nI Ordinary soil\nUpto 3 m depth | BI01010001010000000000000515BI0100001159 | 334.44 | Cum |
| 48 | 48 | Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | BI01010001010000000000000515BI0100001160 | 26.55 | Cum |
| 49 | 49 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.\nPCC Grade M20 | BI01010001010000000000000515BI0100001161 | 71.91 | Cum |
| 50 | 50 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.\nRCC Grade M20 | BI01010001010000000000000515BI0100001162 | 7.29 | Cum |
| 51 | 51 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification including steel shuttering formwork.\nPCC Grade M20 | BI01010001010000000000000515BI0100001163 | 44.91 | Cum |
| 52 | 52 | Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification’ including steel shuttering formwork.\nI Without Plasticiser\nB RCC Grade M25\nCase I Using Concrete Mixer | BI01010001010000000000000515BI0100001164 | 59.24 | Cum |
| 53 | 53 | Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications\n(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | BI01010001010000000000000515BI0100001165 | 0.26 | MT |
| 54 | 54 | Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in Super structure complete as per drawing and technical specifications\n(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | BI01010001010000000000000515BI0100001166 | 5.02 | MT |
| 55 | 55 | 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 the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm\ncondition complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001167 | 5.97 | Cum |
| 56 | 56 | Curtain wall complete as per drawing and Technical specification\nA Stone masonry in cement mortar (1:3) | BI01010001010000000000000515BI0100001168 | 25.8 | Cum |
| 57 | 57 | Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works. | BI01010001010000000000000515BI0100001169 | 13.62 | Cum |
| 58 | 58 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | BI01010001010000000000000515BI0100001170 | 15.3 | Cum |
| 59 | 59 | Providing weep holes in Brick masonry/Plain/Reinforced concrete\n 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 face. Complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001171 | 24 | each |
| 60 | 60 | RCC Open Drain with Breast Wall\nEarthwork 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 excavated suitable material.\nI Ordinary soil\nUpto 3 m depth | BI01010001010000000000000515BI0100001172 | 51.84 | Cum |
| 61 | 61 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.\nPCC Grade M10 | BI01010001010000000000000515BI0100001173 | 8.91 | Cum |
| 62 | 62 | Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications\n(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | BI01010001010000000000000515BI0100001174 | 2.65 | MT |
| 63 | 63 | Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification including steel shuttering formwork.\nI Without plasticiser\nB RCC Grade M20 | BI01010001010000000000000515BI0100001175 | 65.07 | Cum |
| 64 | 64 | Providing weep holes in Brick masonry/Plain/Reinforced concrete\n 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 face. Complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001176 | 10.8 | each |
| 65 | 65 | CC Open Drain\nEarthwork 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 excavated suitable material.\nI Ordinary soil\nUpto 3 m depth | BI01010001010000000000000515BI0100001177 | 2965.6 | Cum |
| 66 | 66 | Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.\nPCC M10 | BI01010001010000000000000515BI0100001178 | 556.05 | Cum |
| 67 | 67 | Plain/Reinforced cement concrete, in Sub Structure complete as per drawing and technical specification including steel shuttering formwork.\nRCC Grade M20 | BI01010001010000000000000515BI0100001179 | 1112.1 | Cum |
| 68 | 68 | RCC Open Drain\nEarthwork 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 excavated suitable material.\nI Ordinary soil\nUpto 3 m depth | BI01010001010000000000000515BI0100001180 | 470.4 | Cum |
| 69 | 69 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.\nPCC Grade M10 | BI01010001010000000000000515BI0100001181 | 91.2 | Cum |
| 70 | 70 | Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications\n(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | BI01010001010000000000000515BI0100001182 | 6.81 | MT |
| 71 | 71 | Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub-structure complete as per drawing and technical specifications\n(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/ Shyam steel or equivalent) | BI01010001010000000000000515BI0100001183 | 15.79 | MT |
| 72 | 72 | Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification including steel shuttering formwork.\nI Without plasticiser\nB RCC Grade M20 | BI01010001010000000000000515BI0100001184 | 256 | Cum |
| 73 | 73 | Providing weep holes in Brick masonry/Plain/Reinforced concrete\n 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 face. Complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001185 | 256 | each |
AI Tender Summary
Tender Timeline
Feb 12, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 18, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 18, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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