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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹3.3 L (1.47%)Admitted-Finance | ₹2.3 Cr+₹3.3 L (1.47%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sri Ajit Sarma L1 | Tapash Paul L2 |
|---|---|---|---|---|---|
| 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.) | 2,243.94 | Cum | - | - |
| 2.00 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)
I) Dismantling Brick / Tile work, In cement mortar
A.By Mechaical Means, | 208.2 | Cum | - | - |
| 3.00 | Carriage of materials including excavation, loading & unloading from work site upto 10 km distance as directed by the Department | 208.2 | Cum | - | - |
| 4.00 | Scarifying 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.) | 234 | sqm | - | - |
| 5.00 | Construction of Subgrade and Earthen Shoulders (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 carriage & cost of testing of materials at site and laboratory as directed by the deptt.) | 517.71 | Cum | - | - |
| 6.00 | Construction of Granular Sub Base (GSB) by providing coarse graded materials, 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 (with an initial lead of 5 Km.)
(ii) for Grading-II Material | 329.83 | Cum | - | - |
| 7.00 | 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. ) , Gr-III Using type II screening | 194.28 | Cum | - | - |
| 8.00 | 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. a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. | 2,686.35 | Sqm | - | - |
| 9.00 | Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504. | 13.26 | Cum | - | - |
| 10.00 | 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 | 1,981.14 | Cum | - | - |
Tender Value
₹2.3 Cr
EMD Value
₹4.5 L
Closing Date
23 Sept 2020, 2:00 pmClosed
Addl. Chief Engineer(Planning), PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Improvement of Gopal Krishna Path at Hengerabari including drain works under SOPD (G) for the year 2020-21
2020_PWD_18663_1
CE/CW/12/2020-21(GopalKPath)
Open Tender
Civil Works – Roads
Item Rate
365 days
Hengerabari, Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,800
Yes
Empowered Officer, ASRB
₹4.5 L
Yes
15 Oct 2020
16 Sept 2020
23 Sept 2020
16 Sept 2020
23 Sept 2020
16 Sept 2020
16 Sept 2020 - 23 Sept 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.)
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) I) Dismantling Brick / Tile work, In cement mortar A.By Mechaical Means,
Carriage of materials including excavation, loading & unloading from work site upto 10 km distance as directed by the Department
Scarifying 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.)
Construction of Subgrade and Earthen Shoulders (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 carriage & cost of testing of materials at site and laboratory as directed by the deptt.)
Construction of Granular Sub Base (GSB) by providing coarse graded materials, 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 (with an initial lead of 5 Km.) (ii) 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. ) , Gr-III Using type II screening
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. a) 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.)
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
Supplying, fitting and and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications. (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications, Random Rubble Masonry
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 & Technical Specification
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
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
Tapash Paul
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