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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance ASSAM AS | BARPETA | ASSAM | 781308 | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹6,873.75 (0.06%)Admitted-Finance VILL BATABARI PO DALGAON PS DALGAON DARRANG ASSAM 784116 | DARRANG | ASSAM | 784116 | ₹1.1 Cr+₹6,873.75 (0.06%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NIP DUTTA SAHARIA L1 | KULEN HAZARIKA L2 |
|---|---|---|---|---|---|
| 1.00 | Maintenance of Earthen Shoulder (filling with fresh 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 | 22,912.5 | sqm | 39.7 ₹9,09,626.25 Lowest | 40 ₹9,16,500 |
| 2.00 | Providing, laying, spreading and compacting stone aggregate of specific sizes to WBM specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8-10 tones in stages to proper grade and camber, applying and brooming, stone screening/binding to fill up the inter stices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
Using stone screening Type-A 13.2 mmm fo Grade- 3
4.7/3(A)Grading-III (A) By Manual Means | 416.43 | cum | 5,200 ₹21,65,436 Lowest | 5,200 ₹21,65,436 Lowest |
| 3.00 | Providing and applying primmer coat with bitumin emultion ( CSS-I) on prepared surcafe 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 T.S. Clause 502.
(i) Low porosity | 5,552.4 | sqm | 35 ₹1,94,334 Lowest | 35 ₹1,94,334 Lowest |
| 4.00 | Providing and applying tack coat with bitumin emultion (CRS-I) using emultion distributor at the rate of 0.25Kg/sqm to 0.30 Kg/sqm on the prepared dry and hungry bituminious surface cleaned with hydraulic broom as per Technical Specification Clause 503 | 22,912.5 | sqm | 12 ₹2,74,950 Lowest | 12 ₹2,74,950 Lowest |
| 5.00 | 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.
(B) With rockdust as filler ( Refer Table 500-9 of MoSRT & H specification)
(I)'with 60/70 or VG-30 grade bitumen
(ii) Grading II : 10mm ( Nominal Size) | 572.81 | cum | 11,880 ₹68,04,982.8 Lowest | 11,880 ₹68,04,982.8 Lowest |
| 6.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.
(iii) 60 cm circular | 2 | Each | 7,500 ₹15,000 Lowest | 7,500 ₹15,000 Lowest |
| 7.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.
(ii) 60 cm equilateral triangle | 8 | Each | 1,500 ₹12,000 Lowest | 1,500 ₹12,000 Lowest |
| 8.00 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 | 3 | Each | 3,000 ₹9,000 Lowest | 3,000 ₹9,000 Lowest |
| 9.00 | Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912
(i) Painting two coats with synthetic enamel paint | 7.2 | Sqm | 2,500 ₹18,000 Lowest | 2,500 ₹18,000 Lowest |
| 10.00 | Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912
(ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade | 6.11 | Km | 2,500 ₹15,275 Lowest | 2,500 ₹15,275 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
27 Jan 2021, 4:00 pmClosed
SE, PWD Mangaldoi Road Circle
O/o the SE, PWD Mangaldoi Road Circle
SOPD_G_DAL_4 Re-construction of Bechimari Daipam Road under SOPD(G) for the year 2020-21
2021_PWD_20270_1
T/MLC/SOPD(G)/2020-21/5476
Open Tender
Civil Works
Item Rate
180 days
Mangaldoi
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,447
Empowered Officer, ASRB
₹2.3 L
Yes
22 Feb 2021
19 Jan 2021
28 Jan 2021
19 Jan 2021
27 Jan 2021
19 Jan 2021
19 Jan 2021 - 27 Jan 2021
Amount
Providing, laying, spreading and compacting stone aggregate of specific sizes to WBM specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8-10 tones in stages to proper grade and camber, applying and brooming, stone screening/binding to fill up the inter stices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. Using stone screening Type-A 13.2 mmm fo Grade- 3 4.7/3(A)Grading-III (A) By Manual Means
Providing and applying primmer coat with bitumin emultion ( CSS-I) on prepared surcafe 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 T.S. Clause 502. (i) Low porosity
Providing and applying tack coat with bitumin emultion (CRS-I) using emultion distributor at the rate of 0.25Kg/sqm to 0.30 Kg/sqm on the prepared dry and hungry bituminious surface 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. (B) With rockdust as filler ( Refer Table 500-9 of MoSRT & H specification) (I)'with 60/70 or VG-30 grade bitumen (ii) Grading II : 10mm ( Nominal Size)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 60 cm circular
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 60 cm equilateral triangle
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 (i) Painting two coats with synthetic enamel paint
Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade
Maintenance of steel and RCC Railing Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification Clause 1911 RCC Railing
KULEN HAZARIKA
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