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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹6.7 L (4.28%)Admitted-Finance | ₹1.6 Cr+₹6.7 L (4.28%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | hitech construction L2 | Tapash Paul L1 |
|---|---|---|---|---|---|
| 1.00 | Removal of Unserviceable Soil with Disposal up to 1000.00m,Removal of unsutable soil including excavation,loading and disposal up to 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separtly as per clause 303.5.2 as per Technical Specification clause 302.3.11 | 1,616 | Cum | 283 ₹4,57,328 | 277 ₹4,47,632 Lowest |
| 2.00 | Dismantling of Structures,Dismantling of existing structurees like culverts,bridges,retaining walls and other structure comprising of masonry,cement concrete, etc including T&P and scaffolding wherever necessary, disposal of unserviceable materials and stacking the serviceable materials with all lift and lead of 1000m as per Technical Specification clause 202 1. By Manual Means , | 288 | Cum | 313 ₹90,144 | 307 ₹88,416 Lowest |
| 3.00 | Carriage of material including excavation, loading & unloading from work site upto 10 KM distance complete as directed by the Deptt | 288 | Cum | 362 ₹1,04,256 | 355 ₹1,02,240 Lowest |
| 4.00 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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
'for grading-II Material | 120 | Cum | 4,545 ₹5,45,400 | 4,456 ₹5,34,720 Lowest |
| 5.00 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. )
A.By Manual Means.'WBM-II | 60 | Cum | 5,769 ₹3,46,140 | 5,656 ₹3,39,360 Lowest |
| 6.00 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. )
A.By Manual Means.'WBM-III | 60 | Cum | 5,907 ₹3,54,420 | 5,792 ₹3,47,520 Lowest |
| 7.00 | Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed, 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. | 960 | sqm | 928 ₹8,90,880 | 910 ₹8,73,600 Lowest |
| 8.00 | Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504. | 4.8 | Cum | 10,965 ₹52,632 | 10,751 ₹51,604.8 Lowest |
| 9.00 | Excavation for Structures, Earth work in excavation of structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom,back filling with approved materials,(V) Ordinary Soil,(A) Manual means(ii) Depth up to 3.00m depth, without de -watering | 1,456 | Cum | 138 ₹2,00,928 | 135 ₹1,96,560 Lowest |
| 10.00 | Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works. | 117.52 | Cum | 2,637 ₹3,09,900.24 | 2,585 ₹3,03,789.2 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
20 Feb 2021, 4:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Improvement of Rupkonwar Path at Natun Sachal, including load bearing drain works under SOPD (G) for the year 2020-21
2021_PWD_21235_1
No. CE/CW/31/2020-21/(RK Path at Sachal)
Open Tender
Civil Works – Roads
Item Rate
365 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,700
Yes
Empowered Officer, ASRB
₹3.1 L
Yes
24 Feb 2021
15 Feb 2021
20 Feb 2021
15 Feb 2021
20 Feb 2021
15 Feb 2021
15 Feb 2021 - 20 Feb 2021
Amount
Removal of Unserviceable Soil with Disposal up to 1000.00m,Removal of unsutable soil including excavation,loading and disposal up to 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separtly as per clause 303.5.2 as per Technical Specification clause 302.3.11
Dismantling of Structures,Dismantling of existing structurees like culverts,bridges,retaining walls and other structure comprising of masonry,cement concrete, etc including T&P and scaffolding wherever necessary, disposal of unserviceable materials and stacking the serviceable materials with all lift and lead of 1000m as per Technical Specification clause 202 1. By Manual Means ,
Carriage of material including excavation, loading & unloading from work site upto 10 KM distance complete as directed by the Deptt
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 'for grading-II Material
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) A.By Manual Means.'WBM-II
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) A.By Manual Means.'WBM-III
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed, 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.
Excavation for Structures, Earth work in excavation of structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom,back filling with approved materials,(V) Ordinary Soil,(A) Manual means(ii) Depth up to 3.00m depth, without de -watering
Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works.
Plain cement concrete 1: 3: 6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14 days. PCC grade M-10
Plain cement concrete 1: 3: 6 nominal mix in Sub-Structure complete as per drawing and technical specification and steel shuttering formwork etc. RCC grade M-20
Supplying, fitting and placing HYSD IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications with tata make rebar
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
Sand filling in Foundation trenches as per drawing and technical specification clause 1108.
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) 60 cm equilateral triangle
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