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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.9 Cr+₹40.3 L (16.1%)Admitted-Finance | ₹2.9 Cr+₹40.3 L (16.1%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | JK TECHNICAL SERVICES L1 | M/S ABDUL QADIR L2 |
|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. | 15,000 | Sqm | 25 ₹3,75,000 Lowest | 80 ₹12,00,000 |
| 2.00 | 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. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 2,475 | Cum | 1,800 ₹44,55,000 Lowest | 2,050 ₹50,73,750 |
| 3.00 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.complete job. | 1,650 | Cum | 2,000 ₹33,00,000 Lowest | 2,300 ₹37,95,000 |
| 4.00 | PRE MIX CARPET Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.
16.38.1 On W.B.M. @ 0.75 Kg/sqm. | 15,000 | Sqm | 35 ₹5,25,000 Lowest | 50 ₹7,50,000 |
| 5.00 | Providing and laying bituminous macadam using crushed stone aggregates
of specified grading premixed with bituminous binder, transported to site
by tippers, laid over a previously prepared surface with paver finisher
equipped with electronic sensor to the required grade, level and alignment
and rolling with smooth wheeled, vibratory and tandem rollers as per
specifications to achieve the desired compaction and density, complete as
per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity | 750 | Cum | 11,000 ₹82,50,000 Lowest | 12,500 ₹93,75,000 |
| 6.00 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone
chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52
kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and
11.2 mm size respectively including a tack coat with hot straight run
bitumen including consolidation with road roller of 6 to 9 tonne capacity
etc. complete (tack coat to be paid for separately) With Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999 | 15,000 | Sqm | 426 ₹63,90,000 Lowest | 435 ₹65,25,000 |
| 7.00 | 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 | 15,000 | Sqm | 80 ₹12,00,000 Lowest | 105 ₹15,75,000 |
| 8.00 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: | 1,012.5 | Cum | 350 ₹3,54,375 Lowest | 630 ₹6,37,875 |
| 9.00 | Carriage of material from source to site of work by Mechnical Transport including loading unloading and stacking. a) Earth an avg lead 01Km | 1,012.5 | Cum | 200 ₹2,02,500 | 150 ₹1,51,875 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹5.1 L
Closing Date
4 Oct 2022, 2:00 pmClosed
Executive Engineer R and B Division Khaltsi
Office of the Executive Engineer R and B Division Khaltsi
Improvement / Upgradation of Saspochey circular road. (By way of Providing and laying 150mm thick GSB,100mm thick WMM,50mm thick BM and 25mm thick OGPC )RD 1750 to 5500mtr.Length 3750 (Under SDP)
2022_PWD_7682_1
34 of R and B Khaltsi of 2022-23
Open Tender
Civil Works - Others
Item Rate
15 days
Khaltsi
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,500
Executive Engineer R and B Division Khaltsi
₹5.1 L
16 May 2023
17 Sept 2022
7 Oct 2022
17 Sept 2022
4 Oct 2022
17 Sept 2022
Amount
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.
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. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.complete job.
PRE MIX CARPET Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.1 On W.B.M. @ 0.75 Kg/sqm.
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) With Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999
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
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
Carriage of material from source to site of work by Mechnical Transport including loading unloading and stacking. a) Earth an avg lead 01Km
M/S ABDUL QADIR
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