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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹15.9 L+₹3.2 L (25.0%)Rejected-AOC | L2 | Rejected-AOC Other than Lowest bidder | |
| 3 | L3₹17.6 L+₹4.9 L (38.4%)Rejected-AOC | L3 | Rejected-AOC Other than Lowest bidder |
Tender Value
₹13.6 L
EMD Value
₹27,200
Closing Date
5 Mar 2020, 6:00 pmClosed
CWE Jammu
HQ CWE Jammu Pin 900172 C/o 56 APO
SPECIAL REPAIR OF BLACKTOP ROAD AT DIFFERENT LOCATIONS IN BHUPINDER VIHAR AREA AT RATNUCHAK UNDER GE KALUCHAK
2020_MES_321716_1
CANO-CWE/JP-71/2019-20
Open Tender
Support/Maintenance Service
Item Rate
180 days
Ratnuchak
Class E Cat d(i)
9 documents required · 9 mandatory
₹500
G E Kaluchak
₹27,200
Yes
24 Apr 2020
4 Feb 2020
12 Mar 2020
4 Feb 2020
5 Mar 2020
19 Feb 2020
Amount
Repair to pot holes, exceeding 30mm depth, exceeding 01sqm & not exceeding 03 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming, and applying evenly a priming tack coat with bituminous primer (Viscosity Grade Paving Bitumen of Grade VG-30) at the rate of 5 Kg per 10 Sqm of surface, putting in & including premixed bituminous macadam, well rammed and sealed with binder 9.80 Kg/sqm, blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using with 8 to 12 tonne power roller (including supply of premixed macadam, binder and chippings), complete all as specified and as directed.
Scarifying or picking gravelled, macadam or bituminous macadam surface in area not exceeding 400 Sqm and depth exceeding 50mm and n. exceeding 100mm deep alongwith removing n. exc 50mtr & stacking, complete all as specified.
7.5cm thick (compacted thickness) WBM, with coarse aggregates of lime stone, sand stone, flint or quartzite of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified.
7.5cm thick (compacted thickness) WBM, with seviceable coarse aggregate of grading 2(63 to 40mm size) or of grading 3 (50 to 20mm size), obtained from srl item No-02 above, spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified.
Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air blower to remove all loose dirt/foreign materials and applying evenly a priming tack coat with bituminous primer (Viscosity Grade Paving Bitumen of Grade VG-30) at the rate of 10 Kg per 10 Sqm of surface, laying bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness with 5.5 % binder content by weight of total mix and 4% stone dust conforming to specification for filler as per IRC-95, 1987 (filler) prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using with 8 to 12 tonne power roller, complete all as specified and as directed. Note:-The minimum consolidated thickness will be 30mm. However it may be increased at places to maintain the camber as per the site requirement & contractor will visit the site before quoting their rates.
Preparing existing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air blower to remove all loose dirt/foreign materials and applying evenly a priming tack coat with bituminous primer (Viscosity Grade Paving Bitumen of Grade VG-30) at the rate of 5 Kg per 10 Sqm of surface laying bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5 % binder content by weight of total mix and 4% stone dust conforming to specification for filler as per IRC-95, 1987 (filler) prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using with 8 to 12 tonne power roller, complete all as specified and as directed. Note:-The minimum consolidated thickness will be 30mm. However it may be increased at places to maintain the camber as per the site requirement & contractor will visit the site before quoting their rates.
Marking lines 2.5mm thick, dashes arrows etc of any description not exc 10cm width/girth on road surface using hot applied thermo plastic road marking paint mixed with radium glass beads @ 250 gms/Sqm with automatic machine to provide reflectivity and night vision (approximate temperature being 200° Celsius at the time of laying) including cleaning the surface by removing all dirt, dust & all other foreign matters, demarcation at site and traffic control, complete all as specified & directed.
Supply and fixing dual directional reflective cat eye of size 100 x 100 x 19 mm having plastic ABS strip containing mini retro reflective glass beads of colour white/red/yellow one side provided with zinc plated nail of 12 mm dia and length 120 mm for fixing to road by hammering, complete all as specified and as directed. Cat part No-Dark eye of Dhruv 978(P) or equivalent in Oscar/Green lite/Road star / Siner Infrastructure.
M/S VIJAY KUMAR SHARMA
Sarbat Construction Co
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