Improvement Of Namrup Tingkhong Road , Part-I ( From Ch . 0 . 00M To 7500 M ) Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Naharkatia 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
Naharkatia → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Namrup Tingkhong Road , Part-I ( From Ch . 0 . 00M To 7500 M ) Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Naharkatia Lac
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Feb-2020 | Extension | Date | 05-Feb-2020 |
BOQ
| Name of Work: Improvement of Namrup Tingkhong road, Part-I (From Ch. 0.00m to 7500 m) under Signature Project of SOPD-G (State Priority Scheme) for the year 2019-20, Naharkatia 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. \nI) By Manual Means:- A. In area of light jungle | BI01010001010000000000000515BI0100001113 | 5.25 | Hect |
| 2 | 2 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) | BI01010001010000000000000515BI0100001114 | 28125 | sqm |
| 3 | 3 | Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. A. upto 600mm Dia | BI01010001010000000000000515BI0100001115 | 15 | Cum |
| 4 | 4 | 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) II) By mechanical means:- A. Cement concrete grade M15 & M20 | BI01010001010000000000000515BI0100001116 | 10.08 | Cum |
| 5 | 5 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | BI01010001010000000000000515BI0100001117 | 1687.5 | Cum |
| 6 | 6 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B. Sandy material | BI01010001010000000000000515BI0100001118 | 1350 | Cum |
| 7 | 7 | 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) | BI01010001010000000000000515BI0100001119 | 3937.5 | Cum |
| 8 | 8 | 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) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land\n | BI01010001010000000000000515BI0100001120 | 8191.27 | Cum |
| 9 | 9 | Embankment Construction with Material Obtained from Borrow Pits (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 | BI01010001010000000000000515BI0100001121 | 19838.8 | Cum |
| 10 | 10 | Granular Sub-base with Close Graded Material (Table:- 400-1) B. By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.)ii) for grading- II Material | BI01010001010000000000000515BI0100001122 | 4113 | Cum |
| 11 | 11 | Wet Mix Macadam (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 of mixed materials up to 10.0 Km initial lead from mixing plant ) | BI01010001010000000000000515BI0100001123 | 4129.5 | Cum |
| 12 | 12 | Dense Graded Bituminous Macadam (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 tandemrollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including 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. with 60/70 or VG-30 grade bitumen (ii) for GradingII(19 mm nominal size) | BI01010001010000000000000515BI0100001124 | 2069.75 | Cum |
| 13 | 13 | 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 0.60 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)(i) With bitumen emulsion-CSS-1h | BI01010001010000000000000515BI0100001125 | 41395 | Sqm |
| 14 | 14 | 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.)(i) With Bitumen emulsion CSS-1h ( c) Granular surfaces treated with primer | BI01010001010000000000000515BI0100001126 | 82790 | Sqm |
| 15 | 15 | Bituminous Concrete (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 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) I) with 60/70 or VG-30 grade bitumen (ii) for Grading-II(13 mm nominal size) | BI01010001010000000000000515BI0100001127 | 1655.8 | Cum |
| 16 | 16 | Retro reflectorised Traffic sign: Providing 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),ii) 60cm equilateral traingle | BI01010001010000000000000515BI0100001128 | 20 | each |
| 17 | 17 | Retro reflectorised Traffic sign: Providing 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), iii) 60cm circular | BI01010001010000000000000515BI0100001129 | 7 | each |
| 18 | 18 | Retro reflectorised Traffic sign: Providing 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),iv) 60cmm x 45 cm rectangular | BI01010001010000000000000515BI0100001130 | 5 | each |
| 19 | 19 | Direction and place identification sign more than 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 exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. 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) | BI01010001010000000000000515BI0100001131 | 2.4 | sqm |
| 20 | 20 | 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 | BI01010001010000000000000515BI0100001132 | 1878.71 | sqm |
| 21 | 21 | Providing and erecting Ministar Road studs\nb. Two- way reflective(with butyl adhesive)\nwith dimensions : 68 x 34x9.8mm Plastic body with 2x8 glass elements. | BI01010001010000000000000515BI0100001133 | 5000 | each |
| 22 | 22 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering\n, fixing the tree guatrd and maintaining the plants for one year. | BI01010001010000000000000515BI0100001134 | 300 | each |
| 23 | 23 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 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. | BI01010001010000000000000515BI0100001135 | 85.88 | Cum |
| 24 | 24 | PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | BI01010001010000000000000515BI0100001136 | 5.42 | Cum |
| 25 | 25 | Bedding for pipe\n(B) Type B(First Class) Bedding\nLaying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)\n(ii) Granular Material | BI01010001010000000000000515BI0100001137 | 7.32 | Cum |
| 26 | 26 | Providing & laying reinforced cement concrete 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 | BI01010001010000000000000515BI0100001138 | 20 | Rm |
| 27 | 27 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802, 803, 1202 & 1203.\nII. P.C.C. grade M-15\n(i) nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001139 | 55.3 | Cum |
| 28 | 28 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 | BI01010001010000000000000515BI0100001140 | 31.94 | Cum |
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
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