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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹2.4 L (1.13%)Admitted-Finance | ₹2.2 Cr+₹2.4 L (1.13%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sri Ajit Sarma L2 | Tapash Paul L1 |
|---|---|---|---|---|---|
| 1.00 | Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) | 2,735.41 | Cum | 281 ₹7,68,650.21 | 278 ₹7,60,443.98 Lowest |
| 2.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) | 369.2 | Cum | 513 ₹1,89,399.6 | 508 ₹1,87,553.6 Lowest |
| 3.00 | 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 | 184.6 | Cum | 3,854 ₹7,11,448.4 | 3,811 ₹7,03,510.6 Lowest |
| 4.00 | 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 | 187.47 | Cum | 5,461 ₹10,23,773.67 | 5,399 ₹10,12,150.53 Lowest |
| 5.00 | 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. | 2,499.65 | sqm | 920 ₹22,99,678 | 910 ₹22,74,681.5 Lowest |
| 6.00 | Providing and laying M-40 grade cement concrete edge block / edge restraints complete as per technical specification clause 1504 . | 6.98 | Cum | 10,874 ₹75,900.52 | 10,751 ₹75,041.98 Lowest |
| 7.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
B. Manual means. With dewatering
a) Depth up to 3 m | 2,427.75 | Cum | 87 ₹2,11,214.25 | 86 ₹2,08,786.5 Lowest |
| 8.00 | Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. | 155.4 | Cum | 2,614 ₹4,06,215.6 | 2,585 ₹4,01,709 Lowest |
| 9.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 130.5 | Cum | 6,450 ₹8,41,725 | 6,377 ₹8,32,198.5 Lowest |
| 10.00 | Supplying, fitting and and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved) | 98.72 | MT | 83,416 ₹82,34,443.81 | 82,468 ₹81,40,861.61 Lowest |
Tender Value
Refer Docs
EMD Value
₹4.3 L
Closing Date
26 Nov 2020, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Improvement of Siva Nath Gogoi Path and its bye lane 1 and 2 with its outlet connectivity drain cum road at Panjabari under SOPD-G for the year 2020-21
2020_PWD_19366_1
No. CE/CW/18/2020-21/1
Open Tender
Civil Works – Roads
Item Rate
365 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,500
Yes
Empowered Officer, ASRB
₹4.3 L
Yes
9 Dec 2020
20 Nov 2020
26 Nov 2020
20 Nov 2020
26 Nov 2020
20 Nov 2020
20 Nov 2020 - 26 Nov 2020
Amount
Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory 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-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 foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B. Manual means. With dewatering a) Depth up to 3 m
Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Supplying, fitting and and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Plain/Reinforced Cement Concrete, in Sub structure Complete as per Drawing and Technical Specification and steel shuttering formwork. F. RCC Gr-M-20 Case-I using concrete mixer
Plain/Reinforced Cement Concrete, in Sub structure Complete as per Drawing and Technical Specification and steel shuttering formwork. F. RCC Gr-M-20, without plasticiser Case-I using concrete mixer
Backfill behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 B) Sandy material
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
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications, Random Rubble Masonry
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Sand filling in foundation trenches as per drawing and technical specification.
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 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.
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), 60cm equilateral traingle
Sri Ajit Sarma
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