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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 3 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 4 | L2₹1.4 Cr+₹16.6 L (13.4%)Admitted-Finance | ₹1.4 Cr+₹16.6 L (13.4%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SRI HARI DAS L2 | M/S PASHA CONSTRUCTION L1 | PANKAJ HIRA L1 | DHIRAJ SAHARIA 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.
(i(A) In area of thorny jungle | 0.22 | hect | 51,000 ₹11,322 | 42,000.1 ₹9,324.02 Lowest | 48,177.58 ₹10,695.42 | 48,173.41 ₹10,694.5 |
| 2.00 | 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.) | 2,066.25 | sqm | 13 ₹26,861.25 | 10 ₹20,662.5 Lowest | 11.19 ₹23,121.34 | 11.19 ₹23,121.34 |
| 3.00 | (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.) (a) from private land | 250.75 | m3 | 330 ₹82,747.5 | 280 ₹70,210 Lowest | 294.93 ₹73,953.7 | 294.93 ₹73,953.7 |
| 4.00 | (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 | 344.33 | m3 | 3,200 ₹11,01,862.4 | 3,000 ₹10,32,996 | 2,740.29 ₹9,43,569.54 Lowest | 2,740.29 ₹9,43,569.54 Lowest |
| 5.00 | WBM Gr-3 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.) | 165.53 | m3 | 4,800 ₹7,94,539.2 | 4,500 ₹7,44,880.5 | 4,188.21 ₹6,93,270.21 Lowest | 4,188.21 ₹6,93,270.21 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. | 2,207.05 | sqm | 1,050 ₹23,17,402.5 | 1,066 ₹23,52,715.3 | 819.19 ₹18,07,993.29 Lowest | 819.19 ₹18,07,993.29 Lowest |
| 7.00 | Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504. | 26.55 | m3 | 10,500 ₹2,78,775 | 8,500 ₹2,25,675 Lowest | 9,675.94 ₹2,56,896.21 | 9,675.94 ₹2,56,896.21 |
| 8.00 | 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.
Ordinary soil Without dewatering upto 3 m depth | 1,421.58 | cum | 135 ₹1,91,913.3 | 100 ₹1,42,158 Lowest | 122.04 ₹1,73,489.62 | 122.04 ₹1,73,489.62 |
| 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.) | 132.24 | cum | 6,500 ₹8,59,560 | 5,800 ₹7,66,992 | 5,739.95 ₹7,59,050.99 Lowest | 5,739.95 ₹7,59,050.99 Lowest |
| 10.00 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification and steel shuttering formwork.Without plasticiser. PCC Grade M-15 | 110.2 | cum | 6,900 ₹7,60,380 | 5,700 ₹6,28,140 Lowest | 6,232.18 ₹6,86,786.24 | 6,232.18 ₹6,86,786.24 |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
29 Oct 2020, 4:00 pmClosed
S.E. PWD, Mangaldoi Road Cirle
O/o the Superintending Engineer, PWD, Mangaldoi Road Circle
SOPD_G_MLD_13 Re-construction of Salimuddin Ahmed Path at Ward No.2 in Mangaldai Town
2020_PWD_18986_13
T/MLC/SOPD(G)/2020-21/1997
Open Tender
Civil Works
Item Rate
180 days
Mangaldoi
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,114
Empowered Officer, Assam State Road Board
₹2.7 L
Yes
O/o the Superintending Engineer, PWD, Mangaldoi
21 Nov 2020
19 Oct 2020
30 Oct 2020
19 Oct 2020
29 Oct 2020
19 Oct 2020
19 Oct 2020 - 29 Oct 2020
19 Oct 2020
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. (i(A) In area of thorny jungle
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 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.) (a) from private land
(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
WBM Gr-3 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.)
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. Ordinary soil Without dewatering upto 3 m depth
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 open foundation complete as per drawing and technical specification and steel shuttering formwork.Without plasticiser. PCC Grade M-15
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. Without plasticiser. RCC Grade M20. Height upto 5m. Using concrete Mixer
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
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.
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.
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 x 45cm Rectrangular.
DHIRAJ SAHARIA
PANKAJ HIRA
SRI HARI DAS
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