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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.6 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹52.1 L+₹47,305 (0.92%)Rejected-Finance 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | L2 | Rejected-Finance Other than lowest bidder. | |
| 3 | L3₹57.1 L+₹5.5 L (10.6%)Rejected-Finance | L3 | Rejected-Finance Other than lowest bidder. | |
| 4 | L4₹58.2 L+₹6.5 L (12.7%)Rejected-Finance | L4 | Rejected-Finance Other than lowest bidder. | |
| 5 | L5₹65.7 L+₹14.1 L (27.2%)Rejected-Finance | L5 | Rejected-Finance Other than lowest bidder. |
Tender Value
₹60 L
EMD Value
₹1.1 L
Closing Date
17 Jul 2024, 6:00 pmClosed
Col S Pradeep, CWE
MES, HQ CWE, Jammu PIN-900172
REPAIR/RESURFACING TO CERTAIN ROADS AND ROAD FURNITURE AT Y STATION UNDER AGE B/R-I GE SATWARI.
2024_MES_660607_1
CWEJP-15/2024-25
Open Tender
Civil Works - Roads
Item Rate
120 days
GE Satwari
As per tender documents
9 documents required · 9 mandatory
₹1,000
GE Satwari
₹1.1 L
Yes
30 Aug 2024
19 Jun 2024
19 Jul 2024
19 Jun 2024
17 Jul 2024
3 Jul 2024
Amount
Repairs to pot holes, any depth but, not exceeding 1.00 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 mix and 4% stone dust conforming to specification for filler as per IRC-95, 1987 (Fliller) 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. Note:- The minimum consolidated thickness will be 30 mm. 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. He contractor must visit the site before quoting their rates.
Preparing of existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer ( Paving bitumen of Viscosity Grade VG-30) at 5 kg per 10 sq metre of surface laying bituminous premix macadam complete all as specified and as directed.
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 75 mm 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.
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 (Fliller) 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 12 tonne power roller complete all as specified and as directed. Note:- The minimum consolidated thickness will be 30 mm. 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. He contractor must visit the site before quoting their rates.
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 ( Paving bitumen of Viscosity Grade VG-30) at the rate of 10 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 (Fliller) 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 12 tonne power roller complete all as specified and as directed.
Note for item No. 1 to 05: 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 50.00 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.
Making lines, dashes arrows letters using stencil like STOP, GO etc. of any description not exc 15 cm width/girth on road surface using hot applied thermo plastic paint road marking paint 2.5 mm thick mixed with glass beads@ 250 gms/Sqm with automatic machine to provide reflectivity and night vision (approximate temperature being 200 degree Celcius 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. conforming to IS 3262-1989.
75 mm thick (compacted thickness) WBM with coarse aggregate ( lime stone, sand stone, flint or quartzite) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20 mm size), sprerad, rolled and consolidated of gradient and camber required complete all as specified and as directed.
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 manufacturer instructions fixed in repair complete all as specified and as directed.
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 complete fixed in repairs, as per manufacturer instructions etc complete all as specified and as directed.
Repair delinator having two high performance 100mm dia reflectors and two rectangular reflectors of 70mmx23mm fixed on both sides of guide post made of ABS plastic and fixed on powder coated steel pipe of 1010 mm height (approx weight of 1.76 Kg) including necessary earth work in any type of soil, including necessary 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 as directed.
Taking out carefully before resurfacing of road and refixing after resurfacing of road, in same location Road studs/cat eye of any type complete all as specified and as directed.
Demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level), with and including removing of demolished materisls from site to a distance not exceeding 500m, complete all as specified and as directed.
Plain cement concrete (1:3:6), type C-2 (using 40 mm graded crushed stone aggregate) nominal mix, 75 mm thick, as in sub base or floors, finished even and fair complete all as specified and as directed .
Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light trafficparking 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 coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways or light trafficparking 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 coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.
Providing, cement concrete 1:2:4 Type-B-0 (using 12.5mm graded crushed stone aggregate) in cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, copings, kneelers, apex stones, bed plates, kerbs, and the like including necessary formwork, weathering, slightly rounded or chamfered angles and throating,complete all as specified and as directed.
Chequered cement concrete tiles 30cm x30cm x 25mm thick, with grey cement and pigment, set, jointed and pointed in neat cement slurry in floors and laid over and including 20mm thick screed bed in Cement mortar 1:4 complete all as specified and as directed
Factory made kerb stone of M-25 grade cement concrete fixed 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 opening for drainege wherever required complete all as specified and as directed.
Applying two coat of fluorescent paint over one coat of primer on concrete surface of any description over 10cm girth or width not otherwise described complete all as specified and as directed.
Bituminous speed breaker of size 70 to 75cm width & 14 cm thick in curvelinear profile made out of SDAC (semi dense asphaltic concrete) and designed so dynamically and compacted that it can bear maximum load on it. The shape and legth shall be as required and as directed .
PVC Hump speed breaker with 365 mm width & 50 mm hump height ( Model no : DA 1008) in yellow and black colour .The shape and legth shall be as required and as directed.
Convex mirror of polycarbonate Road security traffic mirror with adjustble brackets (800 mm dia) with stand complete all specified and as directed.
Reflective Radium multicolor tape of 50mm wide for road marking complete all specified and directed by Engr in charge.
UPVC (SWR) Type B Single socketed 150mm dia pipe in any length with rubber ring joints laid in trenchrs or in floors complete all as specified and as directed.
Taking out AC/PVC Pipe 100 dia incl all fittings like bend, branch pieces, connectors, heel rest bend etc complete all as specified and as directed.
s s construction
M/S Jasbir Singh
M/S VED PAUL MAHAJAN
Sarbat Construction Co
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