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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.3 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹70.1 L+₹58,152.10 (0.84%)Rejected-Finance NO 403 BENGALI COLONY RANJHI JABALPUR MP 482001 | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹73.1 L+₹3.7 L (5.26%)Rejected-Finance 316 VIJAY NAGAR EXTENSION RANJHI MAIN ROAD JABALPUR MP | JABALPUR | MADHYA PRADESH | 482001 | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L4₹77.3 L+₹7.8 L (11.3%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
₹99 L
EMD Value
₹1.7 L
Closing Date
12 Mar 2024, 6:00 pmClosed
CWE JABALPUR
HQ CWE JABALPUR OPPOSITE SUPPLY DEPOT SADAR 482001
SPECIAL REPAIR TO INTERNAL ROAD APPROX 2500 RM AT GRENADIERS RC AND ROAD STRETCHES OF RECORDS JAK RIF AT JAK RRC JABALPUR UNDER AGE B/R -II UNDER GE (W) JABALPUR
2024_MES_641365_1
81025/E8
Open Tender
Civil Works
Item Rate
120 days
JABALPUR
AS PER NIT
7 documents required · 7 mandatory
₹1,000
Yes
GE WEST JABALPUR
₹1.7 L
Yes
30 Mar 2024
8 Feb 2024
14 Mar 2024
8 Feb 2024
12 Mar 2024
29 Feb 2024
8 Feb 2024 - 28 Feb 2024
Amount
M&L for WBM 75mm thick (compacted thickness) with coarse aggregates (granite/ basalt/ trap) of grading-2 (63mm to 40mm size) or grading-3 (50mm to 20mm size), spread, rolled and consolidated to required gradient and camber with 8 to 10 tonne tandem vibratory roller complete all as specified and directed.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400Sqm and depth exc 50mm but not exc 100mm by using mechanical scarifier including racking over and grading the broken-up surfaces to the proper camber or removing to a distance not exc 50M from the starting point and stacking complete all as directed.
Preparing unsurfaced WBM 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 of bituminous primer with paving bitumen VG-30 @ 10 Kg/ 10Sqm by using mechanical sprayer on prepared surface complete all as specified.
M&L for applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 5 Kg/ 10Sqm by using mechanical sprayer on black top surface of road complete all as specified.
M&L for applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 10 Kg/ 10Sqm by using mechanical sprayer on black top surface of road complete all as specified.
Preparing 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. complete all as specified and directed.
M&L for bituminous premixed asphaltic semi dense concrete 30mm consolidated thickness with minimum 5.5% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed. Notes:- (i) Bituminous premixed asphaltic semi dense concrete shall be prepared in hot mix plant only. (ii) Bituminous premixed asphaltic semi dense concrete shall be laid with sensor paver only. (iii) Binder content shall be tested at site as directed by Engr-in-Charge.
M&L for premixed bituminous macadam for consolidated thickness upto 75mm or less with using 19mm graded (Grading 2) stone aggregate with minimum 4.0% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed. Notes:- (i) Premixed bituminous macadam shall be prepared in hot mix plant only. (ii) Premixed bituminous macadam shall be laid with sensor paver only. (iii) Binder content shall be tested at site as directed by Engr-in-Charge.
M&L for preparation of existing bituminous road surfaces by removing dust, dirt grease and other foreign matters etc and after prepration of road surfaces, applying road marking having minimum 2.5 mm average thickness with & including thermo plastic (Reflective) line marker paint/ compound of uniform surface finish conforming to BS 3262 (Part-I) 1989 read in conjunction with the MORTH specification 803 clause 4.2.2 on bituminous surfaces in white/ yellow colour and super imposed with glass beads conforming to BS 6088 read in conjuction with the MOST specification 803 clause 4.3.3 complete all as specified and directed. Notes:- (i) MORTH specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by GE. (ii) Shape, size & pattern of marking shall be as approved by GE.
Supply and fix solar cat's eye/ studs of size 125mmx 125mmx 25mm (shank 60mm) with aluminium alloy shell, high efficiency Mono-Crystalline Solar Panel 2.40V/ 0.30Watt having one Ni-Mh or NI-cd rechargable battery (1.2V/ 1600MA), Six Super Bright LEDs with 10,000 to 18,000 mcd (Millicandela) having flash rate 2 Hz and bearable weight 10 tons approx with view distance upto 1000 meters of any colour i.e yellow, red, blue, green or white as required at site, working temp 10o-75o C, working time 3 to 4 days after fully charged battery, charging time 5 to 6 hours from direct sun light, maintenance free, un-breakable poly carbonate clear facing, automatically turns on at night and turns off at dawn including all fixing arrangment as per manufactures instructions complete all as specified and directed.
Supply and fix in repair aluminium casted cat eye solar reflective type of metal body alloy, size 110mm x 120mm x 20mm fixed with and including MS stud of suitable size as per Manufacturer's instructions complete all as specified and directed.
Schedule of credit amount of Rs. 14,050.00 to be deducted during AOC
J.P ENTERPRISES
M/s PARASRAM MULCHANDANI
KESHAV ENTERPRISES
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