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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-AOC 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹25.1 L+₹1.4 L (6.00%)Rejected-AOC | L2 | Rejected-AOC Other than lowest bidder | |
| 3 | L3₹25.1 L+₹1.5 L (6.16%)Rejected-AOC | L3 | Rejected-AOC Other than lowest bidder |
Tender Value
₹23.1 L
EMD Value
₹46,200
Closing Date
13 Dec 2022, 6:00 pmClosed
COL S PRADEEP
Military Engineer Services, HQ Commander Works Engineer Jammu
SPECIAL REPAIR TO ROADS AND CONNECTED WORKS AT MIL STN KALUCHAK AND AT MIL STN RATNUCHAK UNDER GE KALUCHAK
2022_MES_563666_1
CWE/JP-53/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
GE KALUCHAK
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE KALUCHAK
₹46,200
Yes
19 Jan 2023
17 Nov 2022
15 Dec 2022
17 Nov 2022
13 Dec 2022
1 Dec 2022
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 (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 by Engr-in-Charge.
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.
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 of 30 mm consolidated thickness with 5.5 % binder content of viscosity grade VG-30 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 8 to 10 tonne power roller, complete all as specified and as directed by Engr-in-Charge. 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 as directed by Engr-in-Charge.
Note for item No. 2 to 3 : (a) Preparation of mix in hot mix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out. Hot mix plant may be installed at any distance but the contractor shall be responsible for maintaining the required temperature of mix under all conditions till it is laid and compacted. Unit rate against these items shall include for carrying out the works with deployment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable on this account. (b) To achieve marshal stability of 1050 KN and all as per SSR Part-I Clause No. 20.B.4. (c) If qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs 45.00 Per Kg and if qty of binder contents is more than the qty as specified in respective items of BOQ no adjustment shall be made.
Marking lines, dashes arrows etc of any description not exc 10cm width/girth and not less than 2.50 mm thickness 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 and as directed by Engr-in-Charge.
Demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level) and including removal of demolished materials out of defence land, complete all as specified and as directed by Engr-in-Charge.
75 mm thick plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in sub base to floors, complete all as specified and as directed by Engr-in-Charge.
Providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size /shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using platevibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engr-in-Charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed by Engr-in-Charge.
Supply and fixing of 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., including taking down old unserviceable cat eye complete all as specified and 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.
100 mm thick moorum/red bajri, laterite filling, laid in layers n exc. 15 cm thick, spread, levelled, rolled and consolidated to gradient and cambered for road berms and rammed including watering, spreading, levelling, and well ramming with roller finishing to required gradient and camber, complete all as specified and directed.
M/S CHOUDHARY BUILDERS
Sarbat Construction Co
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