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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹18.0 L (10.2%)Admitted-Finance VILLAGE DHANGRI TEHSIL DISTRICT RAJOURI | RAJOURI | RAJOURI | JAMMU AND KASHMIR | ₹1.9 Cr+₹18.0 L (10.2%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 Cr+₹44.2 L (25.2%)Admitted-Finance | ₹2.2 Cr+₹44.2 L (25.2%) | L3 | Admitted-Finance |
| 4 | L4₹2.2 Cr+₹46.5 L (26.4%)Admitted-Finance | ₹2.2 Cr+₹46.5 L (26.4%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical rejected |
| Sl No | Description | Qty | Unit | M/s Krishna Enterprises L1 | Vipan Kumar L2 | SHAM ARMY STORE L3 | Ravi Kant L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Providing and laying 53 mm to 22.4 water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete base course with 53 mm to 22.4mm size including stone screening 11.2 mm size. (Including carriages) | 125 | Cum | - | - | - | - |
| 2.00 | Providing and laying premix bituminous macadam base course with stone aggregate of quality, size and grading as specified in CPWD specification and straight run VG-20/bitumen grade 60/70 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density 50mm compacted thickness quarry incl. stone agg. incl. providing and laying tack coat of bitumen @ 0.75Kg/sqm (Including carriages) | 1,320 | Cum | - | - | - | - |
| 3.00 | 25mm thick open graded premix carpet using hot mix plant & paver finisher 2.25 cum & 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm and 52 Kg & 56 Kg of hot bitumen per cum of stone chippings of 13.2mm & 11.2mm size respectively consolidated with road roller of 6 to 9 tonne capacity including tack coat with hot straight run bitumen of grade 80/100 spraying with mechanical operated spray unit fitted on bitumen boiler cleaning and preparing the existing road surface as per specifications complete. Finally the surface finished with seal coat of premixed fine aggregate @ 0.60 cum per 100 Sqm and bitumen @ 128 Kg/Cum of fine aggregate consolidated with road roller (Including cost of Tar) (Including carriages) | 26,400 | Sqm | - | - | - | - |
| 4.00 | Drain clearance in soils mixed with moorum / kankar/ shingle /boulders, disposal lead upto 50 mt. and lift upto 1.5 m. | 2,520 | Cum | - | - | - | - |
| 5.00 | Surface dressing of Berms including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 in all kind of soil | 9,600 | Sqm | - | - | - | - |
| 6.00 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic meterial by fully/semi-automatic thermoplastic paint applicator machine fitted with profile
shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including 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 specifications. | 1,600 | Sqm | - | - | - | - |
| 7.00 | Providing and erecting of "THRIE" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rails, 85cm above road/ground floor, fixed-on ISMC series channel vertical posts, 150x75x5mm spaced at 2 mtr centre to centre, 2 mtr in height with 1.15 mtr below ground level all steel parts and fitments to be galvanized by hot dip process all fittings to conform to IS:1367 and IS:1364, metal beam rails to be fixed on vertical post with spacer of channel section 150x75x5mm 546 mm long as per the approved drawings/direction of the engineer-in-charge including cost of cement concrete in M-20 grade required for embedding the channel post in the dugout holes, cost of nuts and bolts including cost & carriage of all the materials involved upto site of work complete as per clause 810 of MORT & H specification. | 150 | RMT | - | - | - | - |
| 8.00 | Surface mounted road studs. Patented sure grip base providing excellent adhesion to road surface. Injection moulded from durable polymers to endure high traffic volumes. Air gap technology for improved reflective performance. Cellular lens design allows lens to continue performing to a high level even after damage. | 200 | No | - | - | - | - |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
14 Jan 2020, 4:00 pmClosed
xen
nowshera
Providing and laying 25 mm thick OGPC over 50 mm thick Bituminous Macadam including metal patches on Garan Phalli road in km 1st to 8th
2019_PWDJK_88759_1
eNIT No 38 of 2019/20 Dated 21/12/2019
Open Tender
Civil Works
Item Rate
270 days
nowshera
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
xen
₹4.6 L
17 Jan 2020
21 Dec 2019
15 Jan 2020
21 Dec 2019
14 Jan 2020
21 Dec 2019
Amount
Providing and laying 53 mm to 22.4 water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete base course with 53 mm to 22.4mm size including stone screening 11.2 mm size. (Including carriages)
Providing and laying premix bituminous macadam base course with stone aggregate of quality, size and grading as specified in CPWD specification and straight run VG-20/bitumen grade 60/70 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density 50mm compacted thickness quarry incl. stone agg. incl. providing and laying tack coat of bitumen @ 0.75Kg/sqm (Including carriages)
25mm thick open graded premix carpet using hot mix plant & paver finisher 2.25 cum & 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm and 52 Kg & 56 Kg of hot bitumen per cum of stone chippings of 13.2mm & 11.2mm size respectively consolidated with road roller of 6 to 9 tonne capacity including tack coat with hot straight run bitumen of grade 80/100 spraying with mechanical operated spray unit fitted on bitumen boiler cleaning and preparing the existing road surface as per specifications complete. Finally the surface finished with seal coat of premixed fine aggregate @ 0.60 cum per 100 Sqm and bitumen @ 128 Kg/Cum of fine aggregate consolidated with road roller (Including cost of Tar) (Including carriages)
Drain clearance in soils mixed with moorum / kankar/ shingle /boulders, disposal lead upto 50 mt. and lift upto 1.5 m.
Surface dressing of Berms including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 in all kind of soil
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic meterial by fully/semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including 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 specifications.
Providing and erecting of "THRIE" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rails, 85cm above road/ground floor, fixed-on ISMC series channel vertical posts, 150x75x5mm spaced at 2 mtr centre to centre, 2 mtr in height with 1.15 mtr below ground level all steel parts and fitments to be galvanized by hot dip process all fittings to conform to IS:1367 and IS:1364, metal beam rails to be fixed on vertical post with spacer of channel section 150x75x5mm 546 mm long as per the approved drawings/direction of the engineer-in-charge including cost of cement concrete in M-20 grade required for embedding the channel post in the dugout holes, cost of nuts and bolts including cost & carriage of all the materials involved upto site of work complete as per clause 810 of MORT & H specification.
Surface mounted road studs. Patented sure grip base providing excellent adhesion to road surface. Injection moulded from durable polymers to endure high traffic volumes. Air gap technology for improved reflective performance. Cellular lens design allows lens to continue performing to a high level even after damage.
Vipan Kumar
SHAM ARMY STORE
Ravi Kant
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