Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance DEKARBARI CITY TOWN BARPETA P O AMGURI P S SORBHOG DISTRICT BARPETA ASSAM PIN 781317 | BARPETA | ASSAM | 781317 | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 3 | L2₹2.5 CrSame as L1Admitted-Finance | ₹2.5 CrSame as L1 | L2 | Admitted-Finance |
| 4 | L3₹2.5 Cr+₹0.02 (<0.01%)Admitted-Finance | ₹2.5 Cr+₹0.02 (<0.01%) | L3 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical RUKMINIGAON P S DISPUR DIST KAMRUP R ASSAM | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s Manisha Construction L2 | M/S Royal Smart Construction L1 | Pranjal Kumar Hazarika L1 | HABIBUR RAHMAN L3 |
|---|---|---|---|---|---|---|---|
| 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.) | 1,012.5 | Cum | 250.18 ₹2,53,309.27 | 200 ₹2,02,500 Lowest | 250 ₹2,53,125 | 250.18 ₹2,53,309.27 |
| 2.00 | 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 testing of materials at site and laboratory as directed by the deptt.) | 1,323.28 | Cum | 372.36 ₹4,92,742.36 | 320 ₹4,23,449.6 Lowest | 370 ₹4,89,613.6 | 372.36 ₹4,92,742.34 |
| 3.00 | 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-I Material | 661.64 | Cum | 3,498.28 ₹23,14,599.73 | 3,500 ₹23,15,740 | 3,470 ₹22,95,890.8 Lowest | 3,498.28 ₹23,14,599.73 |
| 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 Type-B/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. )
B) Grading-III material | 330.82 | Cum | 5,000.59 ₹16,54,294.85 | 4,800 ₹15,87,936 Lowest | 5,000 ₹16,54,100 | 5,000.59 ₹16,54,294.85 |
| 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. | 4,544 | sqm | 819.19 ₹37,22,415.26 | 1,000 ₹45,44,000 | 809 ₹36,76,096 Lowest | 819.19 ₹37,22,415.26 |
| 6.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, includingsetting out, construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides and Bottom ,backfilling the excavated earth to the extent required andutilising the remaining earth locally for road work.)
Ordinary Soil (Depth up to 3.00 m) | 1,763 | Cum | 122.04 ₹2,15,156.52 | 100 ₹1,76,300 Lowest | 130 ₹2,29,190 | 122.04 ₹2,15,156.52 |
| 7.00 | 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.) | 1,029.82 | Cum | 233.91 ₹2,40,885.2 | 200 ₹2,05,964 Lowest | 240 ₹2,47,156.8 | 233.91 ₹2,40,885.2 |
| 8.00 | Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. | 262.53 | Cum | 2,326.9 ₹6,10,880.01 | 2,000 ₹5,25,060 Lowest | 2,360 ₹6,19,570.8 | 2,326.9 ₹6,10,880.01 |
| 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.) | 174.9 | Cum | 5,739.95 ₹10,03,916.91 | 5,400 ₹9,44,460 Lowest | 5,700 ₹9,96,930 | 5,739.95 ₹10,03,916.91 |
| 10.00 | Supplying,fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specification (b) IS:1786 (Fe-500 D) Primery Producer (ISI approved) | 87.84 | MT | 74,221.68 ₹65,20,003.22 | 78,000 ₹68,51,910 | 73,600 ₹64,65,392 Lowest | 74,221.68 ₹65,20,003.22 |
Tender Value
₹2.7 Cr
EMD Value
₹5.5 L
Closing Date
28 Feb 2022, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Improvement of Beharbari Sonkuchi Chowk to Nalapara Chowk connecting Road from Ch. 290.00m to 790.00m and its bye Lane No.2 from Ch.0.00m to 90.00 m and Bye Lane No.3 from Ch. 0.00 m to 90.00 m under SOPD(G) for the year 2021-22.
2022_PWD_24287_1
No. CE/CW/24/2021-22-BSRoad
Open Tender
Civil Works – Roads
Item Rate
365 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹8,200
Empowered Officer, ASRB, PWD
₹5.5 L
Yes
22 Mar 2022
9 Feb 2022
28 Feb 2022
9 Feb 2022
28 Feb 2022
9 Feb 2022
9 Feb 2022 - 28 Feb 2022
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 (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.)
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-I 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 Type-B/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) B) Grading-III material
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.
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, includingsetting out, construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides and Bottom ,backfilling the excavated earth to the extent required andutilising the remaining earth locally for road work.) Ordinary Soil (Depth up to 3.00 m)
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.)
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 placing TMT bar reinforcement in substructure complete as per drawing and technical specification (b) IS:1786 (Fe-500 D) Primery Producer (ISI approved)
Plain/Reinforced Cement Concrete in sub structure complete as per Drawing and Technical Specification and steel suttering frame work. RCC Grade M-20, Height upto 5 m , Using Concrete Mixture
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 & Technical Specification
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 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick 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
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 with three months replacement warrenty and free maintenance.
Providing two coats of Birla white wall care putty after removing all loosely adhering material from the wall surface with the help of emery stone, putty blade or wire brush and moistening the wall with sufficient quantity of clean water as specified and directed by the department.
Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth as specified and directed by the department.
Painting on new concrete Surfaces (Providing and applying two coats of painting after filling the surface with synthetic ena,el paint in all shades on new plastered concrete surface as specified and directed by the department.
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.
M/S Royal Smart Construction
M/s Manisha Construction
HABIBUR RAHMAN
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.04 MB
Tendernotice_2.pdf
PDF • 0.93 MB
Tendernotice_3.pdf
PDF • 0.30 MB
BOQ_37302.xls
BOQ • 4.25 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .