Widening And Strengthening Of Road From No . 3 Bishnupur Sankardev Sishu Niketan School To Barpathar Under Borobazar Td Dev . Block In Chirang District Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2020-21 , Ko
Tender Value
Ref. Documents
Estimated cost
Bid Submission
28 Jan 2021
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
Bijni → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening Of Road From No . 3 Bishnupur Sankardev Sishu Niketan School To Barpathar Under Borobazar Td Dev . Block In Chirang District Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2020-21 , Ko
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-Jan-2021 | Time Extension | Date | 28-Jan-2021 |
BOQ
| Name of Work: Widening & Strengthening of Road from No. 3 Bishnupur Sankardev Sishu Niketan School to Barpathar under Borobazar TD Dev. Block in Chirang District under Signature Project of SOPD-G (State Priority Scheme) for the year 2020-21, Kokrajhar HPC (Bijni LAC) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing & grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier & disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead 1000mm including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical specification clause 201.\n(I) By Manual Means\n(A) In area of light jungle. | BI01010001010000000000000515BI0100001113 | 4.59 | Hect |
| 2 | 2 | Scarifying existing Bituminous surface to a depth of 150mm and disposal of scarified materials within a lift up to 3.00 m and lead 1000 m as per technical specification.\nBy manual means. | BI01010001010000000000000515BI0100001114 | 20625 | Sqm |
| 3 | 3 | Earth work in excavation for roadway in soil using mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and site slopes in accordance with requirements of lines, grades. | BI01010001010000000000000515BI0100001115 | 9384.59 | Cum |
| 4 | 4 | Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.50 m spreading grading to required slope compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per technical specification Clouse 301.5\n(i) From Private Land. | BI01010001010000000000000515BI0100001116 | 43280.3 | Cum |
| 5 | 5 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lead and lifts, transporting to site, spreading, grading to required slopes and compacting to meet required Table 300-2 with lead up to 1000mas per Technical Specification Clouse 303.1.\n(i) From Private Land. | BI01010001010000000000000515BI0100001117 | 6010.41 | Cum |
| 6 | 6 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. | BI01010001010000000000000515BI0100001118 | 31440 | Sqm |
| 7 | 7 | Drainage Layer : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor graders on prepared surface mixing by mix plant in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per Clouse-401. (ii) For Grading -II material. | BI01010001010000000000000515BI0100001119 | 2877.62 | Cum |
| 8 | 8 | Construction of granular sub-base by providing graded material, spreading in uniform layers with motor graders on prepared surface mixing by mix plant in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per Clouse-401. (ii) For Grading -II material. | BI01010001010000000000000515BI0100001120 | 2338.88 | Cum |
| 9 | 9 | Providing laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 8-10 tones proper grade in stages to proper grade and camber applying and brooming, stone screening binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density., By manual means. (2) WBM Grading- 2 | BI01010001010000000000000515BI0100001121 | 1169.4 | Cum |
| 10 | 10 | Providing laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 8-10 tones proper grade in stages to proper grade and camber applying and brooming, stone screening binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density., By manual means. (3) WBM Grading- 3 | BI01010001010000000000000515BI0100001122 | 3483.56 | Cum |
| 11 | 11 | Paved Shoulder:- \nPrviding brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. (C) Stone soling of thickness 150mm. | BI01010001010000000000000515BI0100001123 | 3750 | Sqm |
| 12 | 12 | 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 | BI01010001010000000000000515BI0100001124 | 36630 | Sqm |
| 13 | 13 | 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.) '(III)With Bitumen emulsion CRS-1 (b) dry & hungry bituminous surface | BI01010001010000000000000515BI0100001125 | 36630 | Sqm |
| 14 | 14 | 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 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) (I)'with 60/70 or VG-30 grade bitumen for Grading I ( 40 mm nominal size ) | BI01010001010000000000000515BI0100001126 | 1700.25 | Cum |
| 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 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) (I)'with 60/70 or VG-30 grade bitumen for Grading-II(13 mm nominal size) | BI01010001010000000000000515BI0100001127 | 1431.08 | Cum |
| 16 | 16 | 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)\n(i) 5th kilometre stone (precast) | BI01010001010000000000000515BI0100001128 | 1 | Each |
| 17 | 17 | 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)\n(ii) Ordinary Kilometer stone (Precast) | BI01010001010000000000000515BI0100001129 | 6 | Each |
| 18 | 18 | 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)\n(iii) Hectometer stone (Precast) | BI01010001010000000000000515BI0100001130 | 26 | Each |
| 19 | 19 | 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)\n(i) 90cm equilateral traingle | BI01010001010000000000000515BI0100001131 | 32 | Each |
| 20 | 20 | 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)\n(iii) 60cm circular | BI01010001010000000000000515BI0100001132 | 14 | Each |
| 21 | 21 | 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)\n(iv) 80cmm x 60 cm rectangular | BI01010001010000000000000515BI0100001133 | 9 | Each |
| 22 | 22 | 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) | BI01010001010000000000000515BI0100001134 | 0.9 | Sqm |
| 23 | 23 | RCC guard post:\nSupplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 15cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete. '15 cm dia with 4-12mmTor bar | BI01010001010000000000000515BI0100001135 | 200 | Each |
| 24 | 24 | 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 | BI01010001010000000000000515BI0100001136 | 2456.25 | Sqm |
| 25 | 25 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. | BI01010001010000000000000515BI0100001137 | 1310 | Each |
| 26 | 26 | 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 , fixing the tree guatrd and maintaining the plants for one year. | BI01010001010000000000000515BI0100001138 | 310 | Each |
| 27 | 27 | Construction of Dustbin as per approved design and drawing | BI01010001010000000000000515BI0100001139 | 1 | No |
AI Tender Summary
Tender Timeline
Jan 20, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 28, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 28, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 28, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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