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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹30,550 (0.28%)Admitted-Finance | ₹1.1 Cr+₹30,550 (0.28%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹1.3 L (1.19%)Admitted-Finance | ₹1.1 Cr+₹1.3 L (1.19%) | L3 | Admitted-Finance |
| 4 | L4₹1.1 Cr+₹2.1 L (1.96%)Admitted-Finance | ₹1.1 Cr+₹2.1 L (1.96%) | L4 | Admitted-Finance |
| 5 | L5₹1.2 Cr+₹11.1 L (10.3%)Admitted-Finance | ₹1.2 Cr+₹11.1 L (10.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S fAROOQ AHMED CONTRACTOR L4 | BUILDWELL CONSTRUCTION CO L2 | M A ENGINEERING CONSTRUCTION COMPANY L1 | A S JAMWAL L5 | Mohd Amin Shan L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 2.5 cm Premix carpet surfacing with 2.25 and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per sum of stone chippings of 13.2 mm and 11.2 mm size respectively incl a tack coat with hot straight run bitummen incl consolidation with road roller of 6 to 9 tonne capacity etc complete (tack coat to be paid separately) with paving asphalt grade vg-10 heated and then mixed with solvent at the rate of 70grams per kg of asphalt. | 13,230 | sqm | 295 ₹39,02,850 | 280 ₹37,04,400 Lowest | 295 ₹39,02,850 | 300 ₹39,69,000 | 300 ₹39,69,000 |
| 2.00 | P/laying 50 mm Dense graded bituminous Macadom using crushed stone aggr of specified grading premixed with bituminous binder and filler, Trans porting the Hot mix to work site by tippers, laying with paver finished equipped with electronics sensor to the required grade level and alignment and rolling with smooth wheeled vibratory and tandom rollers as per specification to achieve the desired compaction and density complete as per specification and directions of engineer in charge 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 5% (Percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggr) prepared in batch type Hot mix plant of 100-120TPH capacity. | 661.5 | Cum | 8,500 ₹56,22,750 | 8,100 ₹53,58,150 Lowest | 8,500 ₹56,22,750 | 9,500 ₹62,84,250 | 8,700 ₹57,55,050 |
| 3.00 | P/laying spreading and capacity graded stone aggr (size range 53mm to 0.075mm) to wet mix macadam (WMM) specification incl premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site for all leads and 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 capacity to achieve the desired density complete as per specification and directions of Engineer in charge. | 91.72 | Cum | 1,000 ₹91,720 | 2,000 ₹1,83,440 | 1,000 ₹91,720 | 2,000 ₹1,83,440 | 560 ₹51,363.2 Lowest |
| 4.00 | P/applying tack coat using hot straight run bitumen of grade VG-10 incl heating the bitumen. Spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specification on bitumen surface @ 0.50 kg/sqm | 13,230 | Sqm | 30 ₹3,96,900 | 31 ₹4,10,130 | 35 ₹4,63,050 | 30 ₹3,96,900 | 19 ₹2,51,370 Lowest |
| 5.00 | P/laying seal coat of premixed fine aggr (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade V-G 10 bitumen per cum of fine aggr and 0.60 cum of fine aggr peer 100 sqm of road surface incl rolling and finishing with road all complete. | 13,230 | Sqm | 70 ₹9,26,100 | 60 ₹7,93,800 | 50 ₹6,61,500 | 40 ₹5,29,200 Lowest | 40 ₹5,29,200 Lowest |
| 6.00 | P/applying 2.5mm thick road making strips (Retro-reflective) of specified shade/colour using hot thermoplastic
material by fully/semi-automatic thermoplastic paint applicator machine fixed with profile shoe, glass beads dispenser, propone tank heater and profile shoe heater, driven by ex perienced operator on road surface incl cost of
material labour T&P. Cleaning the road surface of all dirt seals, oil, grease and foreign material etc. Complete as per direction of Engineer in Charge and accordance with applicable specification: | 860 | Sqm | 50 ₹43,000 | 410 ₹3,52,600 | 35 ₹30,100 Lowest | 600 ₹5,16,000 | 400 ₹3,44,000 |
Tender Value
₹1.2 Cr
Closing Date
18 Nov 2021, 6:00 pmClosed
EXECUTIVE ENGINEER PDA KUD
OFFICE OF EXECUTIVE ENGINEER PDA KUD
Up-gradation of road by way of laying of premix on Main Chowk to Padora RD 0/0 to 2/800 at Patnitop
2021_Tourm_147396_1
29 of 2021-22
Open Tender
Civil Works
Item Rate
60 days
KUD
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
Yes
Account No 0827040500000001
Exempted
10 Dec 2021
11 Nov 2021
22 Nov 2021
11 Nov 2021
18 Nov 2021
12 Nov 2021
Amount
2.5 cm Premix carpet surfacing with 2.25 and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per sum of stone chippings of 13.2 mm and 11.2 mm size respectively incl a tack coat with hot straight run bitummen incl consolidation with road roller of 6 to 9 tonne capacity etc complete (tack coat to be paid separately) with paving asphalt grade vg-10 heated and then mixed with solvent at the rate of 70grams per kg of asphalt.
P/laying 50 mm Dense graded bituminous Macadom using crushed stone aggr of specified grading premixed with bituminous binder and filler, Trans porting the Hot mix to work site by tippers, laying with paver finished equipped with electronics sensor to the required grade level and alignment and rolling with smooth wheeled vibratory and tandom rollers as per specification to achieve the desired compaction and density complete as per specification and directions of engineer in charge 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 5% (Percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggr) prepared in batch type Hot mix plant of 100-120TPH capacity.
P/laying spreading and capacity graded stone aggr (size range 53mm to 0.075mm) to wet mix macadam (WMM) specification incl premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site for all leads and 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 capacity to achieve the desired density complete as per specification and directions of Engineer in charge.
P/applying tack coat using hot straight run bitumen of grade VG-10 incl heating the bitumen. Spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specification on bitumen surface @ 0.50 kg/sqm
P/laying seal coat of premixed fine aggr (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade V-G 10 bitumen per cum of fine aggr and 0.60 cum of fine aggr peer 100 sqm of road surface incl rolling and finishing with road all complete.
P/applying 2.5mm thick road making strips (Retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi-automatic thermoplastic paint applicator machine fixed with profile shoe, glass beads dispenser, propone tank heater and profile shoe heater, driven by ex perienced operator on road surface incl cost of material labour T&P. Cleaning the road surface of all dirt seals, oil, grease and foreign material etc. Complete as per direction of Engineer in Charge and accordance with applicable specification:
BUILDWELL CONSTRUCTION CO
Mohd Amin Shan
M/S fAROOQ AHMED CONTRACTOR
A S JAMWAL
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