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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L1₹2.7 CrAdmitted-Finance C O LT B PATHAK HOMEO COLLEGE ROAD PANJABARI PO PANJABARI PS DISPUR KAMRUP M ASSAM PIN 781037 | GUWAHATI | KAMRUP M | ASSAM | 781037 | ₹2.7 Cr | L1 | Admitted-Finance |
| 3 | L1₹2.7 CrAdmitted-Finance | ₹2.7 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Tapash Paul L1 | Md Bahar Uddin Ahmed L1 | Sri Dharmeswar Pathak L1 |
|---|---|---|---|---|---|---|
| 1.00 | Hajo Ukhura Road (Construction under PMGSY, Package No. AS-11-38 Ch. 0.00 to 716.00 m)
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shurbs, saplings and trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or actioned ,up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201
1 )By Manual Mean
(A) In area of non-thorny jungle | 0.27 | Hect | - | - | - |
| 2.00 | Maintenance of Earhen shoulder (filling with fresh selected soil) Making 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 | 2,261.25 | Sqm | - | - | - |
| 3.00 | Providing WBM, Gr-IIl
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405.Hand broken metal from river boulder, using screening.
Grading -lll By Manual Means | 129.9 | Cum | - | - | - |
| 4.00 | Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WBM/WMM 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
(i) Low Porosity | 1,307.03 | Sqm | - | - | - |
| 5.00 | Providing, laying and rolling of BUSG Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of Bitumious binder after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm as per technical Specification A. By manual Means (i) Bitumen (90) | 72.44 | Sqm | - | - | - |
| 6.00 | Providing and applying tack coat with Bitumen emulsion(CSR-1) using emulsion distributor at the rate of 0.25 to n0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per technical specification Clause 503 | 4,043.65 | Sqm | - | - | - |
| 7.00 | 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. C) With hydrated lime/ Cemet as filler (refer table 500-9 of MoSRTH& HSpecification) (i) With 60/70 of VG-30 grade bitumen (b) for Grading II ( 10mm nominal size ) | 101.09 | Cum | - | - | - |
| 8.00 | Road Marking 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 | 143.2 | Sqm | - | - | - |
| 9.00 | Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801
.ii) 600 mm equilateral triangle | 4 | each | - | - | - |
| 10.00 | Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801
(iii) 600 mm Circular | 6 | each | - | - | - |
Tender Value
₹3.0 Cr
EMD Value
₹5.9 L
Closing Date
14 Sept 2020, 2:00 pmClosed
O/o the C.E. PWD (Roads), Assam, Chandmar.
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwahati, 781003.
SOPD_G_2020_21_04 Re-construction of Hajo Ukhura Road (Construction under PMGSY, Package No. AS-11-38 Ch. 0.00 to 716.00 m, Package No. AS-11-61, Ch. 4950.00 to 7373.00 m and Ch. 10508.00 to 13892.00 m, Package No. AS-11-61, Ch. 7373.00 to 10508.00 m
2020_PWD_18500_6
CE/DEV/TB/93/2020-21/3
Open Tender
Civil Works
Item Rate
270 days
Hajo
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,900
Empowered Officer, ASRB
₹5.9 L
Yes
O/o the C.E. PWD (Roads), Assam, Chandmari
30 Sept 2020
27 Aug 2020
15 Sept 2020
27 Aug 2020
14 Sept 2020
31 Aug 2020
27 Aug 2020 - 14 Sept 2020
31 Aug 2020
Amount
Hajo Ukhura Road (Construction under PMGSY, Package No. AS-11-38 Ch. 0.00 to 716.00 m) Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shurbs, saplings and trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or actioned ,up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 1 )By Manual Mean (A) In area of non-thorny jungle
Providing WBM, Gr-IIl Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405.Hand broken metal from river boulder, using screening. Grading -lll By Manual Means
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WBM/WMM 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 (i) Low Porosity
Providing, laying and rolling of BUSG Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of Bitumious binder after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm as per technical Specification A. By manual Means (i) Bitumen (90)
Providing and applying tack coat with Bitumen emulsion(CSR-1) using emulsion distributor at the rate of 0.25 to n0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per technical specification Clause 503
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. C) With hydrated lime/ Cemet as filler (refer table 500-9 of MoSRTH& HSpecification) (i) With 60/70 of VG-30 grade bitumen (b) for Grading II ( 10mm nominal size )
Road Marking 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
Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801 .ii) 600 mm equilateral triangle
Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801 (iii) 600 mm Circular
Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801 (iv) 800 mm x 600 mm rectangualr
Planting of Tress : Planting of Trees by the road side ( Avenue tress) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed fram yard/ sludge mannure, planting the saplings, backfilling the treanch, watering, fixing thr tree guard and maintaining the plants for one year.
Hajo Ukhura Road (Construction under PMGSY, Package No. AS-11-61, Ch. 4950.00 to 7373.00 m & Ch. 10508.00 to 13892.00 m) Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shurbs, saplings and trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or actioned ,up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 1 )By Manual Mean (A) In area of non-thorny jungle
Providing WBM, Gr-IIl Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405.Hand broken metal from river boulder, using screening. Grading -lll By Manual Means
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WBM/WMM 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 (i) Low Porosity
Providing, laying and rolling of BUSG Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of Bitumious binder after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm as per technical Specification A. By manual Means (i) Bitumen (90)
Providing and applying tack coat with Bitumen emulsion(CSR-1) using emulsion distributor at the rate of 0.25 to n0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per technical specification Clause 503
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. C) With hydrated lime/ Cemet as filler (refer table 500-9 of MoSRTH& HSpecification) (i) With 60/70 of VG-30 grade bitumen (b) for Grading II ( 10mm nominal size )
Road Marking 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
Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801 .ii) 600 mm equilateral triangle
Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801 (iii) 600 mm Circular
Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801 (iv) 800 mm x 600 mm rectangualr
Planting of Tress : Planting of Trees by the road side ( Avenue tress) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed fram yard/ sludge mannure, planting the saplings, backfilling the treanch, watering, fixing thr tree guard and maintaining the plants for one year.
Hajo Ukhura Road (Construction under PMGSY, Package No. AS-11-61, Ch. 7373.00 to 10508.00 m) Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shurbs, saplings and trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or actioned ,up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 1 )By Manual Mean (A) In area of non-thorny jungle
Providing WBM, Gr-IIl Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405.Hand broken metal from river boulder, using screening. Grading -lll By Manual Means
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WBM/WMM 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 (i) Low Porosity
Providing, laying and rolling of BUSG Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of Bitumious binder after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm as per technical Specification A. By manual Means (i) Bitumen (90)
Providing and applying tack coat with Bitumen emulsion(CSR-1) using emulsion distributor at the rate of 0.25 to n0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per technical specification Clause 503
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. C) With hydrated lime/ Cemet as filler (refer table 500-9 of MoSRTH& HSpecification) (i) With 60/70 of VG-30 grade bitumen (b) for Grading II ( 10mm nominal size )
Road Marking 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
Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801 .ii) 600 mm equilateral triangle
Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801 (iii) 600 mm Circular
Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801 (iv) 800 mm x 600 mm rectangualr
Planting of Tress : Planting of Trees by the road side ( Avenue tress) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed fram yard/ sludge mannure, planting the saplings, backfilling the treanch, watering, fixing thr tree guard and maintaining the plants for one year.
Hajo Ukhura Road (Construction under PMGSY, Package No. AS-11-38, Ch. 13892.00 to 19092.00 m) Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shurbs, saplings and trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or actioned ,up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 1 )By Manual Mean (A) In area of non-thorny jungle
Providing WBM, Gr-IIl Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405.Hand broken metal from river boulder, using screening. Grading -lll By Manual Means
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WBM/WMM 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 (i) Low Porosity
Providing, laying and rolling of BUSG Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of Bitumious binder after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm as per technical Specification A. By manual Means (i) Bitumen (90)
Providing and applying tack coat with Bitumen emulsion(CSR-1) using emulsion distributor at the rate of 0.25 to n0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per technical specification Clause 503
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. C) With hydrated lime/ Cemet as filler (refer table 500-9 of MoSRTH& HSpecification) (i) With 60/70 of VG-30 grade bitumen (b) for Grading II ( 10mm nominal size )
Road Marking 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
Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801 .ii) 600 mm equilateral triangle
Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801 (iii) 600 mm Circular
Providing and fixing retro -reflectorised,cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2. fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm 6 mm firmly fixed on the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm below ground level as per drawing and technical specification Clause 801 (iv) 800 mm x 600 mm rectangualr
Planting of Tress : Planting of Trees by the road side ( Avenue tress) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed fram yard/ sludge mannure, planting the saplings, backfilling the treanch, watering, fixing thr tree guard and maintaining the plants for one year.
Md Bahar Uddin Ahmed
Sri Dharmeswar Pathak
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