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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹8.4 L+₹1.7 L (24.7%)Rejected-AOC | L2 | Rejected-AOC Other than Lowest Bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical Not enlisted in requisite Category |
Tender Value
Refer Docs
EMD Value
₹19,450
Closing Date
10 Nov 2021, 6:00 pmClosed
HQ CWE JAMMU
HQ CWE JAMMU PIN 900172 c/o 56 APO
SPECIAL REPAIR TO ROADS AT TRANSIT CAMP JAMMU UNDER GE SATWARI
2021_MES_481509_1
CWE/JP-54/2021-22
Open Tender
Support/Maintenance Service
Item Rate
180 days
HQ CWE JAMMU
Class E, Cat a (v)
9 documents required · 9 mandatory
₹500
Yes
GE Satwari
₹19,450
Yes
23 Dec 2021
13 Oct 2021
17 Nov 2021
13 Oct 2021
10 Nov 2021
27 Oct 2021
Amount
Repair to pot holes, exceeding 30mm depth, not exceeding 01 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 ( Paving Bitumen of Viscosity Grade VG-30) at the rate of 5 Kg per 10 Sqm of surface, putting in & including bituminous premix bituminous macadam and sealed with binder 9.80 Kg per 10 Sqm, laying bituminous premix asphaltic semi dense mix concrete 30 mm thick consolidated thickness, with 5.5 % binder content by weight of total 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 rolled with 8 to 10 tonne power roller, complete all as specified and as directed. Contd/-- to Item 1.01
Note:-The minimum consolidated thickness will be 30mm. However it may be increased at places to maintain the camber as per the site requirement and nothing extra shall be admissible on this account. The contractor must visit the site before quoting their rates.
Premix bituminous macadam with broken stone graded aggregate with 4% of paving bitumen binder of viscosity grade VG-30 grade by weight of total mix (Consolidated thickness 75mm or less), laid / rolled and compacted to required gradient and camber using power roller 8 to 12 tonne, complete all as specified and directed.
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 (Paving Bitumen of Viscosity 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 10 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 and nothing extra shall be admissible on this account. The contractor must visit the site before quoting their rates.
Grabing up vegitation, grass and surface dressing n.exc. 15 cm average depth as in side berms of road and like works in soft/loose soil, complete all as specified and directed by Engr. In Charge .
Removal of excavated material at a distance not exceeding 50 m and depositing where directed at level not exc 1.5 m from starting point, complete all as specified and directed by Engr. In Charge.
Marking lines, 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 in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions, complete all as specified and as directed.
Supply and fixing in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc, complete all as specified and as directed.
Supply and fixing in repair delineator having two high performance 100mm dia reflectors and two rectangular reflectors of 70mm x 23mm fixed on both sides of guide post made of ABS plastic and fixed on powder coated steel pipe of 1010mm height (Approx weight of 1.76 Kg) including necessary earth work in any type of soil, including block of size 300x300x300 mm of PCC 1:3:6 type C-2 necessary form work etc fixed in repairs, complete all as specified and directed. Make: Model DA-74 of Dark eye equivalent of Greenlite / Oscar / Siner Infrastructure / 3M.
M/S CHOUDHARY BUILDERS
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