Improvement Of Road Starts From Nh-37 At Pailapool To Joypur ( From Ch . 0 . 00 M To Ch . 3000 . 00 M ) And ( Ii ) Improvement Of Constructed Road Under Pmgsy Pkg No . As0317 Silghat-Singirbond Road From
Tender Value
3.21 Crore
Estimated cost
Bid Submission
23 Nov 2020
0 days left
EMD
6.44 Lakhs
Bank guarantee accepted
Document Fee
9700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lakhipur → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Road Starts From Nh-37 At Pailapool To Joypur ( From Ch . 0 . 00 M To Ch . 3000 . 00 M ) And ( Ii ) Improvement Of Constructed Road Under Pmgsy Pkg No . As0317 Silghat-Singirbond Road From
BOQ
| Name of Work: i) Improvement of Road starts from NH-37 at Pailapool to Joypur (from ch.0.00 m to ch.3000.00 m) & (ii) Improvement of constructed road under PMGSY Pkg No. AS0317 Silghat-Singirbond road fromRupailbali Tiniali to Eroded point of Silghat Singirbond Road via Co-operative (L=5.80 km) under SOPD-G for the year 2020-21, Lakhipur LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | i) NH-37 at Pailapool to Joypur\nScarifying 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.) | BI01010001010000000000000515BI0100001113 | 10500 | Sqm |
| 2 | 2 | ii) Silghat-Singirbond road from\nRupailbali Tiniali to Eroded point of Silghat Singirbond Road via Co-operative \nScarifying 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 | 18750 | Sqm |
| 3 | 3 | i) NH-37 at Pailapool to Joypur\nMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | BI01010001010000000000000515BI0100001115 | 6000 | Sqm |
| 4 | 4 | ii) Silghat-Singirbond road from\nMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1904 | BI01010001010000000000000515BI0100001116 | 21751 | Sqm |
| 5 | 5 | i) NH-37 at Pailapool to Joypur\nExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition) | BI01010001010000000000000515BI0100001117 | 840 | cum |
| 6 | 6 | i) NH-37 at Pailapool to Joypur\nConstruction of Granular Sub Base (GSB) providing coarse graded materials, spreading in uniform layers with motor grader in prepared surface, mixing nby mix in place method with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 km) - (i) For Grading II material | BI01010001010000000000000515BI0100001118 | 840 | cum |
| 7 | 7 | ii) Silghat-Singirbond road from\nConstruction of Granular Sub Base (GSB) providing coarse graded materials, spreading in uniform layers with motor grader in prepared surface, mixing nby mix in place method with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 km) - (i) For Grading II material | BI01010001010000000000000515BI0100001119 | 609.18 | cum |
| 8 | 8 | i) NH-37 at Pailapool to Joypur\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\nUsing stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means | BI01010001010000000000000515BI0100001120 | 1048.61 | cum |
| 9 | 9 | ii) Silghat-Singirbond road from\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\nUsing stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means | BI01010001010000000000000515BI0100001121 | 1631.25 | cum |
| 10 | 10 | i) NH-37 at Pailapool to Joypur\nProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001122 | 13981.5 | Sqm |
| 11 | 11 | ii) Silghat-Singirbond road from\nProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 503 | BI01010001010000000000000515BI0100001123 | 21750 | Sqm |
| 12 | 12 | i) NH-37 at Pailapool to Joypur\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001124 | 13981.5 | Sqm |
| 13 | 13 | ii) Silghat-Singirbond road from\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001125 | 21750 | Sqm |
| 14 | 14 | i) NH-37 at Pailapool to Joypur\nSemi - 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\nfiller 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\nin all respect.\nA With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)\n(I) with 60/70 or VG-30 grade bitumen\nfor Grading II ( 10 mm nominal size ) | BI01010001010000000000000515BI0100001126 | 419.45 | cum |
| 15 | 15 | ii) Silghat-Singirbond road from\nSemi - 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\nfiller 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\nin all respect.\nA With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)\n(I) with 60/70 or VG-30 grade bitumen\nfor Grading II ( 10 mm nominal size ) | BI01010001010000000000000515BI0100001127 | 652.5 | cum |
| 16 | 16 | Excavation for structures :- \nE/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50 m dressing of sides and bottom, back filling in trenches with excavated suitable materials.\n(i) In ordinary soil \n(i) Up to 3 M Depth( Without dewatering) | BI01010001010000000000000515BI0100001128 | 18.87 | cum |
| 17 | 17 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. | BI01010001010000000000000515BI0100001129 | 1.28 | cum |
| 18 | 18 | Plain/Reinforcedcement concrete, in sub structure complete as per\ndrawing and technical specification and steel shuttering formwork \nRCC Grade M20 | BI01010001010000000000000515BI0100001130 | 14.7 | cum |
| 19 | 19 | Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe-500 from primary producer like TATA/SAIL/SHYAM STEEL/ESSER STEEL/JINDAL STEEL/ RINL etc. in Sub-Structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001131 | 0.97 | MT |
| 20 | 20 | i) NH-37 at Pailapool to Joypur\nPlanting of Trees and their Maintenance for three 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 guard and maintaining the plants for three year. | BI01010001010000000000000515BI0100001132 | 60 | each |
| 21 | 21 | ii) Silghat-Singirbond road from\nPlanting of Trees and their Maintenance for three 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 guard and maintaining the plants for three year. | BI01010001010000000000000515BI0100001133 | 116 | each |
AI Tender Summary
Tender Timeline
Nov 09, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 23, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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