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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹97.0 LAccepted-AOC A 102 GOLDEN SAND APARTMENTS GAZIPUR DHAKOLI ZIRAKPUR PB 160104 | ZIRAKPUR | S A S NAGAR | PUNJAB | 160104 | 1 | Accepted-AOC Lowest | |
| 2 | 2₹98.3 L+₹1.4 L (1.43%)Rejected-Finance 100 FEET ROAD NEAR POWER HOUSE ROAD CHOWK BATHINDA | BATHINDA | BATHINDA | PUNJAB | 2 | Rejected-Finance Not Lowest | |
| 3 | 3₹1.0 Cr+₹5.6 L (5.78%)Rejected-Finance | 3 | Rejected-Finance Not Lowest | |
| 4 | 4₹1.0 Cr+₹5.8 L (6.00%)Rejected-Finance H NO 282 GREEN CITY II BATHINDA | BATHINDA | PUNJAB | 151001 | 4 | Rejected-Finance Not Lowest |
Tender Value
₹1.0 Cr
EMD Value
₹1.8 L
Closing Date
30 Jun 2022, 6:00 pmClosed
CWE Bathinda
CWE Bathinda
SPL REPAIR OF ROAD FROM APS BATHINDA TO MAIN GATE OF AD REGT AT BATHINDA MIL STN
2022_MES_527712_1
CWE BTD 8103/2022-23/E8
Open Tender
Civil Works - Roads
Works
120 days
BATHINDA
Please refer tender documents
6 documents required · 6 mandatory
₹1,000
GE (South) Bathinda
₹1.8 L
Yes
29 Sept 2022
2 Jun 2022
2 Jul 2022
2 Jun 2022
30 Jun 2022
18 Jun 2022
2 Jun 2022 - 15 Jun 2022
Amount
Preparing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with air pressure through air jet using air compressor to remove all loose dirt etc including removing the mud etc to a distance minimum 1.5 m from edge of road and applying evenly a tack coat of bituminous primer using paving bitumen (VG-10) @ 5 Kg per 10 Sqm of road surface by sprayer operated hot pressure mechanism including Supplying, laying, spreading 30 mm consolidated thickness of semi dense asphaltic concrete with Job mix formula using paving bitumen (VG-30) at the rate of 5.5% binder content by weight of total mix using mechanical paver for leveling within the specified tolerance as specified in SSR Part - I, rolled and consolidated to required camber and gradient with power roller for uniform smooth surface etc complete all as specified and directed by Engineer-in-Charge. Note :- (i) The job mix formula shall be approved by GE. (ii) 5.5% binder content has been specified for quoting purpose of bid. If the quantity of the bitumen exceeds 5.5% as mentioned in Schedule A / BOQ during job mix formula, no plus price adjustment shall be made. If the quantity of the bitumen required as per job mix formula works out to less than 5.5% the recovery of the supply only bitumen shall be effected @ Rs 60/- per Kg. The cost of transportation of material and testing charges shall be borne by the Contractor.) (iii) Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorporation of the same in the work .
Repairs to potholes not exceeding 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25 mm in depth and applying tack coat @ 5 kg per 10 sq m of paving bitumen (VG-10), putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m of paving bitumen (VG-30), blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed, depth of pot holes exceeding 30mm. Note: (i) Pot holes shall be marked and checked by Engineer-in-charge. 100% quantity before commencement of work and shall also be entered in MB with reference to permanent objects before starting carpeting work. (ii) Rate quoted by contractor shall deemed to be including of supply of premixed macadam binder and chippings.
Supplying, laying & spreading upto 75 mm thick (consolidated thickness) premix bituminous macadam filling in depression (using 20 mm graded stone aggregate) in single layer with using mechanical paver using paving bitumen (VG-30) @ 4 % by weight of total mix with job mix formula, laid / rolled and compacted / consolidated to required camber and gradient with 8 to 10 tonne power roller to a uniform smooth surface etc complete all as specified and directed. Note :- (i) The job mix formula shall be approved by GE. (ii) 4.0% binder content has been specified for quoting purpose of bid. If the quantity of the bitumen exceeds the 4% as mentioned above, no plus price adjustment shall be made. If the quantity of bitumen required as per job mix formula works out less than 4.0%, the recovery of the supply only bitumen shall be effected @ Rs.60/- per Kg. The cost of transportation of material and testing charges shall be borne by the contractor. (iii) Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorporation of the same in the work
M&L for painting lines, dashes, arrows, letters, marking etc of 2.0 mm thick film on new surfaces or previously treated road surfaces with hot applied retro reflective thermoplastic road marking paint (White / Golden yellow) conforming to MORT&H (clause 803.4) all as specified with 8% glass beads using special applicator machine with heating arrangement upto 160 degree C including cleaning and drying the existing road surfaces to ensure dust, oil, grease and moisture free surfaces before applying the paint complete all as specified and directed.
S&F two way (dual direction) reflective road cat eye of plastic body of dimensions approx size 100mmx 110mm x 20 mm with red / amber / white reflective panels and fixing the same on road surface by applying approximately 100 gm Epoxy mixture and placing the cat eye without applying excessive pressure and additional fixed with 12 mm dia and 120 mm long zinc plated steel nail at the centre of cat eye complete all as specified and directed by Engineer-in-Charge. (Model No DA-52 of make Dark eye or equivalent make of 3M/ Greenlite)
Supply and fixing cat eye solar reflective type of metal body alloy of size 100x 100 x20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions complete all as specified and directed.
S&F solar road stud having 3 LED of colour Red/Yellow to a side (total 6 Nos) housed in a tough pressure die casted aluminium alloy of approx size 125 x 125mm or 120 x 130mm with built in stem of suitable length for fixing with epoxy, LEDs solar cells battery & light sensor well protected inside under tough unbreakable polycarbonate transparent sheet top system, workable for 2-3 days (night) after full charge in 8 to 10 Hrs. (Cat part No DA-110/SOLAR STUD DHRUV of Make Dark Eye or equivalent Make of 3M/ Greenlite
S&F solar delineator 600 mm long made of ABS material dual directional rectangular, fitted with 4 ultra bright flashing LEDs and mounted on MS pipe 50mm dia powder coated (shade as approved by GE) anti rust and anti theft steel nuts 125 x 100mm size and fixing in cement concrete (1:2:4) type B1 using 20mm graded stone aggregate with size of block 300mmx300mmx350mm deep including excavation and earth work in any strata complete all as directed by Engineer-in-charge. Note: - The rate of PCC & earth work is included in the unit quoted rate.(Cat part No DA-112 of make Dark eye or equivalent make of 3M/ Greenlite)
S&F ABS plastic Speed breaker/ bump in parabolic concave shape of size 500 x 375 x 50 mm thick , heavy duty, highly resistant to severe traffic impacts and harsh weather conditions, dovetail interlocking sub units, jointed and fixed to make the bump perfectly uniform, bump made out of precoloured material (black/ yellow) and UV stabilizer to keep them perfectly colourful, studded with 02 Nos reflectors on either side to make it clearly visible motorists during night hours, fixing with 06 Nos metalic bolts in each and fixing the same on road with 12 mm dia 120 mm long zink plated steel bolts and adhesive complete all directed by Engineer-inCharge. (Cat Part No. Dark eye model No DA-1008 or equivalent model of 3M/ Asian Loto/ Greenlite).
Demolition of old kerb stone/ bricks masonry from existing position of any description & in any position not otherwise specifically provided for, complete all as specified.
M & L for ISI marked factory made precast cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in kerb stone, quion block, apex stones etc, set in cement mortar (1:4) including formwork weathering, slightly rounded or chamfered angles and throating including taking down old kerb stone all as specified and directed.
All as per item No 11 above but except kerb stones complete.
M & L for preparation of new or previously untreated plaster surfaces or concrete surface of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified.
Supplying, laying & spreading of premix bituminous macadam filling as speed breaker/ speed bump as required shape and size in single layer with using mechanical using paving bitumen (VG-30) @ 4% by weight of total mix with job formula, laid/ rolled and compacted/ consolidated to required shape and size to a uniform surface etc. complete all as specified and directed.
Supply and fixing for convex mirror of 600mm dia with PVC body and 75mm dia MS pipe including fixing in cement concrete 1:2:4 with size of block 450x450x600mm deep including earthwork complete all as specified and directed by Engineer-in-Charge.
JB Infrastructure
FAIR DEAL CONSTRUCTION CO
M/s Azure Infrastructure Construction Co.
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