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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 Cr+₹5.6 L (2.03%)Admitted-Finance 1A 1ST FLOOR BLOCK 1 SHRISTI DHARMESHWAR APPARTMENT DINESH OJHA PATH RAJGARH ROAD GUWAHATI 781005 | KAMRUP METRO | ASSAM | 781005 | ₹2.8 Cr+₹5.6 L (2.03%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SWARAJ INFRA L2 | M/S P.G. Construction L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. | 0.6 | Hct | 54,597 ₹32,758.2 | 47,368 ₹28,420.8 Lowest |
| 2.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) From Private Land | 4,472 | Cum | 266 ₹11,89,552 | 230.6 ₹10,31,243.2 Lowest |
| 3.00 | Construction of subgrade & earthen shoulders with approved materials obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth) (a), (Inclcost of testing of materials at site and laboratory as directed by the Deptt.).
(a) From Private Land | 5,200.2 | Cum | 330 ₹17,16,066 | 286.3 ₹14,88,817.26 Lowest |
| 4.00 | 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 | 937.5 | Cum | 4,390 ₹41,15,625 | 4,000 ₹37,50,000 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-III | 562.5 | Cum | 6,308 ₹35,48,250 | 6,000 ₹33,75,000 Lowest |
| 6.00 | 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. | 7,500 | sqm | 1,059 ₹79,42,500 Lowest | 1,200 ₹90,00,000 |
| 7.00 | 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 traingle | 2 | Each | 4,671.74 ₹9,343.49 | 3,552 ₹7,104 Lowest |
| 8.00 | 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) 80 cm X 60 cm rectangular | 2 | Each | 8,625 ₹17,250 | 7,483 ₹14,966 Lowest |
| 9.00 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year. | 41 | Nos | 958 ₹39,278 | 831 ₹34,071 Lowest |
| 10.00 | 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 | 100.48 | Cum | 118 ₹11,856.64 | 102 ₹10,248.96 Lowest |
Tender Value
Refer Docs
EMD Value
₹5.5 L
Closing Date
8 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Construction of road from Sonai Gaon to Matigog Village under SOPD (G) for the year 2020-21
2021_PWD_20362_1
Sonaigaon Road(CE/CW/28/2020-21)
Open Tender
Civil Works – Roads
Item Rate
365 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹8,300
Yes
Empowered Officer, ASRB
₹5.5 L
Yes
16 Feb 2021
25 Jan 2021
8 Feb 2021
25 Jan 2021
8 Feb 2021
25 Jan 2021
25 Jan 2021 - 8 Feb 2021
Amount
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) From Private Land
Construction of subgrade & earthen shoulders with approved materials obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth) (a), (Inclcost of testing of materials at site and laboratory as directed by the Deptt.). (a) From Private Land
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. ) 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.
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 traingle
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) 80 cm X 60 cm rectangular
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.
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
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork., Without plasticiser, 'PCC Grade M10
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork, RCC Grade M20(Height up to 5m,Case 1 Using concrete Mixer
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Drainage Spouts complete as per drawing and Technical specification
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification.
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in Super-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.
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.
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.)
Stone masonry work in cement mortar 1:3 in sub struvture complete as drawing and Technical Specification, 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
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1108.
Plastering with cement mortar (1:4),15mm thick on brick work in structure as per technical specification Clauses 613.4 & 1204
SWARAJ INFRA
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