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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹13.5 L (13.2%)Admitted-Finance | ₹1.2 Cr+₹13.5 L (13.2%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S A.H.C.C L2 | M/s Mohammad Anwar Khan L1 |
|---|---|---|---|---|---|
| 1.00Pavements | |||||
| 2.00 | GSB: Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
16.82.1 With material conforming to Grade-I (size range 75 mm to
0.075 mm) having CBR Value-30 | 1,712.48 | Cum | 1,100 ₹18,83,728 | 1,000 ₹17,12,480 Lowest |
| 3.00 | Scarifying metalled (water-bound) road surface including disposal of
rubbish lead upto 50m and consolidation of the aggregate received from
scarifying with power road roller of 8 to 10 tonne capacity. | 19,937.5 | Cum | 12 ₹2,39,250 | 10 ₹1,99,375 Lowest |
| 4.00 | WBM-G3: Laying, spreading and compacting stone aggregate of specified sizes to
WBM specifications in uniform thickness, hand picking, rolling with 3
wheeled road / vibratory roller 8-10 tonne capacity in stages to proper
grade and camber, applying and brooming requisite type of screening
/binding material to fill up interstices of coarse aggregate, watering and
compacting to the required density. | 429 | Sqm | 2,950 ₹12,65,550 | 2,500 ₹10,72,500 Lowest |
| 5.00 | TACK COAT: Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom, With rapid setting bitumen emulsion, On bituminous surface @ 0.25 Kg/sqm. | 19,937.5 | Sqm | 21 ₹4,18,687.5 | 15 ₹2,99,062.5 Lowest |
| 6.00 | BM: Providing and laying Bituminous concrete using crushed stone aggregates
of specified grading, premixed with bituminous binder and filler,
transporting the hot mix to work site by tippers, laying with paver finisher
equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade
CRMB-60 @5.5% (percentage by weight of total mix) and lime filler @
3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 82.5 | Cum | 8,000 ₹6,60,000 | 7,800 ₹6,43,500 Lowest |
| 7.00 | SEMI DENSE: Providing and laying semi- dense Bituminous concrete using crushed
stone aggregates of specified grading, premixed with bituminous binder
and filler, transporting the hot mix to work site by tippers, laying with
paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
16.64.1 25 mm compacted thickness with bitumen of grade VG- 10
@5% (percentage by weight of total mix) and lime filler @ 2%
(percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
16.64.2 25 mm compacted thickness with bitumen of grade VG- 10 @
5% (percentage by weight of total mix) and lime filler @ 2% (percentage
by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90
TPH capacity. | 19,937.5 | Sqm | 233 ₹46,45,437.5 | 200 ₹39,87,500 Lowest |
| 8.00 | SEAL COAT: Providing and laying seal coat of premixed fine aggregate (passing 2.36
mm and retained on 180 micron sieve) with bitumen using 128 kg of
bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum
of fine aggregate per 100 sqm of road surface including rolling and
finishing with road all complete. | 19,937.5 | Sqm | 66 ₹13,15,875 | 60 ₹11,96,250 Lowest |
| 9.00 | Construction of kacha drain | 2,750 | Cum | 30 ₹82,500 | 18 ₹49,500 Lowest |
| 10.00Maintenance for Five Years | |||||
Tender Value
₹1.1 Cr
Closing Date
17 Jul 2021, 2:30 pmClosed
Executive Engineer PMGSY PIU Handwara
Executive Engineer PMGSY PIU Handwara, Opposite GDC Handwara
Renewal coat/ Macadamization of road from Zachaldara to Satkuji, Package No JK0876
2021_KSRRD_111791_1
03/e-tendering/PMGSY/Handwara
Open Tender
Civil Works - Roads
Item Rate
120 days
Handwara
Refer Tender document
19 documents required · 19 mandatory
₹10,000
Secretary, RRRDA, Jaipur
Exempted
PMGSY PIU Handwara
24 Jul 2021
12 Jul 2021
17 Jul 2021
12 Jul 2021
17 Jul 2021
12 Jul 2021
12 Jul 2021
Amount
Pavements
GSB: Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.82.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
WBM-G3: Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
TACK COAT: Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom, With rapid setting bitumen emulsion, On bituminous surface @ 0.25 Kg/sqm.
BM: Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade CRMB-60 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
SEMI DENSE: Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 16.64.1 25 mm compacted thickness with bitumen of grade VG- 10 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 16.64.2 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
SEAL COAT: Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
Construction of kacha drain
Maintenance for Five Years
1st Year
2nd Year
3rd Year
4th Year
5th Year
The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.
M/S A.H.C.C
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