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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹1.7 L (1.42%)Admitted-Finance | ₹1.2 Cr+₹1.7 L (1.42%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Joy Charan Barman L2 | Pranjal Kumar Hazarika L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 520.67 | Cum | 510.75 ₹2,65,932.2 | 475 ₹2,47,318.25 Lowest |
| 2.00 | 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 | 173.56 | Cum | 3,711.27 ₹6,44,127.74 Lowest | 4,215 ₹7,31,555.4 |
| 3.00 | 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 | 86.78 | Cum | 5,528.13 ₹4,79,731.21 | 5,050 ₹4,38,239 Lowest |
| 4.00 | Providing and laying colour 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. | 152.84 | sqm | 1,507.28 ₹2,30,372.68 Lowest | 1,570 ₹2,39,958.8 |
| 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. | 1,004.21 | sqm | 914.24 ₹9,18,091.46 Lowest | 1,055 ₹10,59,441.55 |
| 6.00 | 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 | 1,085.28 | Cum | 136.2 ₹1,47,815.14 Lowest | 155 ₹1,68,218.4 |
| 7.00 | Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. | 96.9 | Cum | 2,596.88 ₹2,51,637.67 | 2,510 ₹2,43,219 Lowest |
| 8.00 | 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.) | 64.6 | Cum | 6,405.94 ₹4,13,823.72 | 5,761 ₹3,72,160.6 Lowest |
| 9.00 | 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) | 52.78 | MT | 85,000 ₹44,86,147 | 77,560 ₹40,93,477.19 Lowest |
| 10.00 | 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 | 415.38 | Cum | 8,055.1 ₹33,45,909.25 Lowest | 8,120 ₹33,72,869.36 |
Tender Value
Refer Docs
EMD Value
₹2.4 L
Closing Date
5 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Improvement of Pragati Path at Kalyani Nagar, Kahilipara under SOPD (G) for the year 2020-21
2021_PWD_20361_1
No. CE/CW/27/2020-21(PragatiPath)
Open Tender
Civil Works – Roads
Item Rate
273 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,600
Yes
Empowered Officer, ASRB
₹2.4 L
Yes
9 Feb 2021
25 Jan 2021
5 Feb 2021
25 Jan 2021
5 Feb 2021
25 Jan 2021
25 Jan 2021 - 5 Feb 2021
Amount
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 colour 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 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.
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 TMT 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
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 wall, wing wall complete as per drawing and technical specification.
Joy Charan Barman
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