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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+₹3.5 L (1.52%)Admitted-Finance | ₹2.3 Cr+₹3.5 L (1.52%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHERUKHAN L1 | Safikur Rahman L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means (A) In area of non thorny jungle | 1.63 | Hect | 48,192.55 ₹78,553.86 Lowest | 48,192.57 ₹78,553.89 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land | 6,379.67 | Cum | 260.58 ₹16,62,414.41 Lowest | 260.58 ₹16,62,414.41 Lowest |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land | 9,081.07 | Cum | 323.52 ₹29,37,907.77 Lowest | 323.52 ₹29,37,907.77 Lowest |
| 4.00 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material | 1,462.5 | Cum | 3,163.15 ₹46,26,106.88 Lowest | 3,400 ₹49,72,500 |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By Manual Means | 731.25 | Cum | 4,829.93 ₹35,31,886.31 Lowest | 4,829.93 ₹35,31,886.31 Lowest |
| 6.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means | 731.25 | Cum | 4,830.66 ₹35,32,420.13 Lowest | 4,830.66 ₹35,32,420.13 Lowest |
| 7.00 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 9,750 | Sqm | 38.65 ₹3,76,837.5 Lowest | 38.65 ₹3,76,837.5 Lowest |
| 8.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 9,750 | Sqm | 11.53 ₹1,12,417.5 Lowest | 11.53 ₹1,12,417.5 Lowest |
| 9.00 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% of mixing and filler transporting the hot mix to work site, laying with hydro static paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to acieve the desired compaction as per MoSRT & H cl.no 509 complete in all respect (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km initial lead from mixing plant (including cost of testing of materials at site and laboratory) With hydrated lime/cement as filler (refer tabla 500-9 of MoSRT&H specification for Grading II (13 mm nominal size) | 390 | Cum | 11,505.61 ₹44,87,187.9 Lowest | 11,505.61 ₹44,87,187.9 Lowest |
| 10.00 | Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5 Driven at least 900 mm below ground and 1200 mm above ground | 1,200 | Rm | 883.89 ₹10,60,668 Lowest | 883.89 ₹10,60,668 Lowest |
Tender Value
Refer Docs
EMD Value
₹4.6 L
Closing Date
1 Feb 2021, 2:00 pmClosed
Chief Engineer,PWD, Roads, Assam, Chandmari, Ghy
O/o the Chief Engineer,PWD, Roads, Assam, Chandmari, Guwahati-3
SOPD_G_20_21_188 Improvement of NH 15 Dumunichowki PWD IB to Alta Road (Embankment) under SOPD-G for the year 2020-21, Jalukbari LAC
2021_PWD_20322_1
CE/DEV/TB/93/2020-21/35
Open Tender
Civil Works
Item Rate
270 days
Jalukbari
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,800
Yes
Empowered Officer, ASRB
₹4.6 L
Yes
O/o the Chief Engineer,PWD, Roads, Assam, Chandmar
11 Feb 2021
22 Jan 2021
1 Feb 2021
22 Jan 2021
1 Feb 2021
23 Jan 2021
22 Jan 2021 - 1 Feb 2021
23 Jan 2021
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means (A) In area of non thorny jungle
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By Manual Means
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% of mixing and filler transporting the hot mix to work site, laying with hydro static paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to acieve the desired compaction as per MoSRT & H cl.no 509 complete in all respect (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km initial lead from mixing plant (including cost of testing of materials at site and laboratory) With hydrated lime/cement as filler (refer tabla 500-9 of MoSRT&H specification for Grading II (13 mm nominal size)
Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5 Driven at least 900 mm below ground and 1200 mm above ground
Providing Sand filled cement bag as per approved analysis
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 wiyh decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for one year.
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of 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 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600mm equilateral triangle
Safikur Rahman
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