Mateling And Black Topping Of Maibang Natun-Disao Road From 5Th Km To 7 Km , Including Construction Of Rcc Bridge No . 911 Under Sopd-G For The Year 2020-21 , Haflong Lac
Tender Value
2.75 Crore
Estimated cost
Bid Submission
01 Feb 2021
0 days left
EMD
5.51 Lakhs
Bank guarantee accepted
Document Fee
8300
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
Mateling And Black Topping Of Maibang Natun-Disao Road From 5Th Km To 7 Km , Including Construction Of Rcc Bridge No . 911 Under Sopd-G For The Year 2020-21 , Haflong Lac
BOQ
| Name of Work: Metalling and Black topping of Maibang Natun-Disao road from 5th Km to 7 km, including construction of RCC Bridge No. 911 under SOPD-G for the year 2020-21, Haflong LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1/2.3/i.A Clearing and Grubbing Road Land .(Clearing and\ngrubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and\ntrees girth up to 300 mm, removal of stumps of treescut earlier and disposal of unserviceablematerials\nand stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil notexceeding 150mm thickness.\n(i)By Manual means\nA In area of light Jungle | BI01010001010000000000000515BI0100001113 | 2.42 | Hect. |
| 2 | 2 | 2/3.3 Excavation in Soil with Dozer with lead upto cum 132.00\n100 metres (Excavation for road way in soil by\nmechanical means including cutting and pushing the\nearth to site of embankment upto a distance of 100\nmetres (average lead50 metres), including trimming\nbottom and side slopes in accordance with\nrequirements of lines,grades and cross sections. | BI01010001010000000000000515BI0100001114 | 13067 | Cum |
| 3 | 3 | 3/4.2.ii Granular Sub-Base with Coarse Graded Material\n( Table:- 400- 2) (Construction of granular sub-base\nby providing coarse graded material, spreading in\nuniform layers with motor grader on prepared\nsurface, mixing by mix in place method with rotavator\nat OMC,and compacting with vibratory roller to\nachieve the desired density,complete as per cl. 401 | BI01010001010000000000000515BI0100001115 | 1194.57 | Cum |
| 4 | 4 | 4/6.2.A Cement Concrete Pavement cum 8306.00\n(Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mixed design, transported to the site, laid with a fixed form or slip form paver, spread , compacted and finished in a continuous operation includuing provision of contraction, expansion, construction and longitudinal joints, joint filler, seperation membrane, sealent primer, sealent joint , debonding strips dowel bar, tie rod, admixured as approved, curing compopund, finishing to lines and grades as per drawing. (Including carriage of mixed materials up to 10.0 Km initial lead from mixing plant.) | BI01010001010000000000000515BI0100001116 | 459.9 | Cum |
| 5 | 5 | 5/3.24.A Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50m ( Average lead 25m )\nA.Mechanical means | BI01010001010000000000000515BI0100001117 | 4330 | Rm |
| 6 | 6 | 6/1/12.1 Excavation 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. | BI01010001010000000000000515BI0100001118 | 161.76 | cum |
| 7 | 7 | 6/2/12.4 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.) | BI01010001010000000000000515BI0100001119 | 43.72 | Cum |
| 8 | 8 | 6/3/12.7 Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification | BI01010001010000000000000515BI0100001120 | 56.2 | Cum |
| 9 | 9 | 6 /4 Providing and laying Reinforced cement concrete pipe NP3/as per design in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm dia | BI01010001010000000000000515BI0100001121 | 30 | Rm |
| 10 | 10 | 6/5/13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification\nA Granular material cum 1420.00 \nB Sandy material cum 1420.00\n | BI01010001010000000000000515BI0100001122 | 124.79 | Cum |
| 11 | 11 | 6/6/13.3 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications | BI01010001010000000000000515BI0100001123 | 67.81 | sqm |
| 12 | 12 | 12/1/3.13 Excavation for Structures (Earth work in\nexcavation of foundation of structures as per drawing\nand technical specification, including setting out,\nconstruction of shoring and bracing, removal of\nstumps and other deleterious matter, dressing of\nsides and bottom,backfilling the excavated earth to\nthe extent required and utilising theremaining earth\nlocally for road work.) | BI01010001010000000000000515BI0100001124 | 97.52 | Cum |
| 13 | 13 | 12/2/12.4 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.) | BI01010001010000000000000515BI0100001125 | 13.61 | Cum |
| 14 | 14 | 12/3/12.8 Plain/Reinforced cement concrete, in openfoundation complete as per drawing and\ntechnical specification including steel\nshuttering formwork. | BI01010001010000000000000515BI0100001126 | 157.16 | Cum |
| 15 | 15 | 12/4/12.40 Reinforcement in Foundation: Supplying,\nfitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per\ndrawing and technical specifications. | BI01010001010000000000000515BI0100001127 | 44.08 | MT |
| 16 | 16 | 12/5/13.5 Plain/Reinforced cement concrete, in sub\nstructure complete as per drawing and technical\nspecification and steel shuttering formwork | BI01010001010000000000000515BI0100001128 | 166.23 | Cum |
| 17 | 17 | 12/6/14.6 Construction of precast RCC railing of M30\nGrade, aggregate size not exceeding 12 mm,\ntrue to line and grade, tolurence of vertical\nRCC post not to exceed 1 in 500, centre to\ncentre spacing between vertical post not to\nexceed 2000 mm, leaving adequat space\nbetween vertical posts for expansion, complete\nas per approved drawings and technical\nspecifications. | BI01010001010000000000000515BI0100001129 | 21.11 | rm |
| 18 | 18 | 12/7/13.14 Supplying, fitting and fixing in position true to \nline and level elastomeric bearing conforming centimetre\nto IRC: 83 (Part-II) section IX and clause 2005\nof MoRTH specifications complete including all accessories as per drawing and Technical\nSpecifications. | BI01010001010000000000000515BI0100001130 | 53928 | cu.cum |
| 19 | 19 | 12/8/14.1 Furnishing and Placing Reinforced/\nPrestressed cement concrete in superstructure\nas per drawing and Technical\nSpecification’ including steel shuttering\nformwork. | BI01010001010000000000000515BI0100001131 | 95.5 | Cum |
| 20 | 20 | 12/9/14.2 Reinforcement in Super Structure: Supplying,\nfitting and placing TMT conforming to IS:1786\nFe 500 D reinforcement in super-structure\nincluding splicing complete as per drawing and\ntechnical specifications | BI01010001010000000000000515BI0100001132 | 16.06 | MT |
| 21 | 21 | 12/10/14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement\ncomplete as per drawing and Technical\nSpecifications | BI01010001010000000000000515BI0100001133 | 12.6 | Cum |
| 22 | 22 | 12/11/14.7 Construction of RCC railing of M30 Grade \nin-situ with 20 mm nominal size aggregate,\ntrue to line and grade, tolurence of vertical\nRCC post not to exceed 1 in 500, centre to\ncentre spacing between vertical post not to\nexceed 2000 mm, leaving adequat space\nbetween vertical posts for expansion, complete\nas per approved drawings and technical\nspecifications. | BI01010001010000000000000515BI0100001134 | 44.8 | Rm |
| 23 | 23 | 12/12/14.9 Drainage Spouts complete as per drawing \nand Technical specification | BI01010001010000000000000515BI0100001135 | 18 | Nos. |
| 24 | 24 | 12/13/14.11 Reinforced cement concrete approach slab including reinforcement and formwork\ncomplete as per drawing and Technical\nspecification | BI01010001010000000000000515BI0100001136 | 17.75 | Cum |
| 25 | 25 | 12/14/14.10 PCC M15 Grade leveling course below \napproach slab complete as per drawing and\nTechnical specification | BI01010001010000000000000515BI0100001137 | 3.2 | Cum |
| 26 | 26 | 12/15/14.22 Strip Seal Expansion Joint (Providing \nand laying of a strip seal expansion joint\ncatering to maximum horizontal movement\nupto 70 mm, complete as per approved\ndrawings and standard specifications to be\ninstalled by the manufacturer/supplier or their\nauthorised representative ensuring compliance\nto the manufacturer’s instruction for\ninstallation). | BI01010001010000000000000515BI0100001138 | 15 | Rm |
| 27 | 27 | 12/16/15.2 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:\n280 & IS:4826 in 100mm x 100mm mesh\n(weaved diagonally) including 10% extra for laps\nand joints laid with stone boulders weighting not\nless than 40Kg each.) | BI01010001010000000000000515BI0100001139 | 129.98 | Cum |
| 28 | 28 | 12/17/15.5 Providing and laying Filter material underneath pitching in slopes complete as per\ndrawing and Technical specification | BI01010001010000000000000515BI0100001140 | 279.04 | Cum |
| 29 | 29 | 12/18/15.4 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron\nlaid dry in front of toe of embankment complete\nas per drawing and Technical specifications | BI01010001010000000000000515BI0100001141 | 204.56 | Cum |
| 30 | 30 | 13/1/3.8 Construction of subgrade and earthern shoulders- Construction of subgradeand earthern shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, gradingto 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.) | BI01010001010000000000000515BI0100001142 | 1334.06 | Cum |
| 31 | 31 | 13/2/4.19 Granular Sub-Base with coarse Graded Materia (Table:400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator ats OMC and compacting with vibratory roller to achieve the desired density, complete as per cl.401\nii) For Grading -II materials(Rate as per analysis) | BI01010001010000000000000515BI0100001143 | 126.18 | Cum |
| 32 | 32 | Water Bound Macadam: (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density( With an initial lead of 5 Km )\n(A) By manual means, \ni) WBM Grading-II | BI01010001010000000000000515BI0100001144 | 63.09 | Cum |
| 33 | 33 | Water Bound Macadam: (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density( With an initial lead of 5 Km )\n(A) By manual means, \nii) WBM Grading -III | BI01010001010000000000000515BI0100001145 | 63.09 | Cum |
| 34 | 34 | 13/4/5.2 Tack Coat -Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on prepared bituminous/granular surface cleaned with mechanical broom.(Including cost of testing of materials at site and laboratory as directed by deptt.) | BI01010001010000000000000515BI0100001146 | 841.25 | Sqm |
| 35 | 35 | 13/5/5.3 Prime coat (Providing and applying primer\ncoat with bitumen emulsion on prepared\nsurface of granular Base including clearing of\nroad surface and spraying primer at the rate\nof 1.00 kg/sqm using mechanical means.)\n(Including cost of testing of materials at site\nand laboratory as directed by the deptt.) | BI01010001010000000000000515BI0100001147 | 841.25 | Sqm |
| 36 | 36 | 13/6/5.10 Open-Graded Premix Surfacing- Providing laying and rolling of open graded premix surfacing of 20 mm thicknesss compose d of 13.2 mm to 5.6 mm aggregateseither using penetration grade of bitumen to required line,grade and level to serve as wearing coarse on a previously prepared base including mixing plant in a suitable plant laying and rolling with a smooth wheeled roller 8-10 T capacity to required level and grade (including carriage of mixed materails upto 10.0 km lead from mixing plant, costof testing of materials site and laboatory as directed by the deptt.)\n1.By Manual means\nii) Bitumen (S-65)(Rate as per analysis-II) | BI01010001010000000000000515BI0100001148 | 841.25 | sqm |
| 37 | 37 | 13/7/3.16 Embankment construction with materials obtained from borrow pits: Construction of embankment with approved materials from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Including cost of testing of materials at site and laboratory as directed by the deptt. | BI01010001010000000000000515BI0100001149 | 3531.98 | Cum |
| 38 | 38 | 13/8/5.12 Seal Coat- Providing and layig seal coat sealing the voids in bituminous surface laid to the specified levels grade and cross fall using TYPE A and B seal coats (Including cost of testing of materials site and laboatory as directed by the deptt.)\n1.By Manual means \ni)Type A\nii) Bitumen (S-65)(Rate as per analysis-II) | BI01010001010000000000000515BI0100001150 | 841.25 | sqm |
AI Tender Summary
Tender Timeline
Jan 21, 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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