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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.2 LAccepted-AOC 316 VIJAY NAGAR EXTENSION RANJHI MAIN ROAD JABALPUR MP | JABALPUR | MADHYA PRADESH | 482001 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹39.8 L+₹2.6 L (6.95%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹45.3 L+₹8.1 L (21.8%)Rejected-Finance HO SR NO 73 TAPKIR MALA CHOWK TAPKIR NAGAR KALEWADI PIMPRI PUNE 411017 | PUNE | MAHARASHTRA | 411017 | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L4₹45.5 L+₹8.2 L (22.1%)Rejected-Finance 1257 SCHEME NO 5 NEAR HB COLLEGE VIJAY NAGAR JABALPUR MP PIN 482002 | JABALPUR | MADHYA PRADESH | 482002 | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 5 | L5₹45.8 L+₹8.5 L (23.0%)Rejected-Finance 1814 NARSING NAGAR RANJHI JABALPUR MP 482005 | JABALPUR | JABALPUR | MADHYA PRADESH | 482005 | L5 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
13 Feb 2023, 6:00 pmClosed
CWE JABALPUR
HQ CWE JABALPUR OPPOSITE SUPPLY DEPOT SADAR 482001
SPECIAL REPAIR OF ALL ROADS OF TECH AREA UNDER 506 ABW UNDER GE (EAST) JABALPUR
2023_MES_575363_1
82620/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
JABALPUR
AS PER NIT
8 documents required · 8 mandatory
₹500
Yes
GE EAST JABALPUR
₹86,000
Yes
18 Mar 2023
17 Jan 2023
15 Feb 2023
17 Jan 2023
13 Feb 2023
1 Feb 2023
17 Jan 2023 - 31 Jan 2023
Amount
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 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 bituminous premixed asphaltic semi dense concrete 40mm 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.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not 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.
M&L for repair to potholes any depth, not exc 1.0Sqm 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 applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 5 Kg/ 10Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder i.e. paving bitumen VG-30 @ 9.80Kg/ 10Sqm, blinded with 0.09 Cum of stone chippings of 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exc 30mm complete all as specified and directed.
M&L for repair to potholes any depth, exc 1.0Sqm 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 applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 5 Kg/ 10Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder i.e. paving bitumen VG-30 @ 9.80Kg/ 10Sqm, blinded with 0.09 Cum of stone chippings of 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exc 30mm complete all as specified and directed.
M&L for 80mm thick rubber mould reflective factory made coloured pre cast PCC interlocking paver blocks/ tiles confirming to IS 15658-2006, M-40 designation of section as approved by GE in hard standing, laid dry over & including 50mm thick sand cushion and filling the voids of paver blocks/tiles with dry sand complete all as specified & directed.
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 2.5mm 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. Make of Road Marker Paint/ Compound:- Asian or Thermoline as approved by GE. 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.
Demolition of cement concrete of any description (unreinforced) in ground floors and paving not exceeding 15 cms thickness (below or above ground level) including removal of debris to out side MD land complete all as specified & directed.
M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation, filling, mass concrete and sub base of floors, path/ paving etc complete all as specified & directed.
M&L for 50 mm thick, PCC 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in road side path complete all as specified and directed.
M&L for 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 directed.
Supply and fix in repair stainless steel pipe in frame and post of sign board made out of stainless steel pipe (SS - 304 Grade) including stainless steel bolts complete all as specified and directed.
Supply and fixing of aluminium composite panel 4 mm thick ( PVC 3.5 mm thick and aluminium layer 0.25 mm thick each side) with proper riveted/bolted in stainless steel frame complete all as specified and directed.
Supply and fix of high intensity prismatic retro reflective sheet fixing in aluminium composite panel sheet complete all as specified and directed. (Make :- 3M or equivalent as approved by GE.)
Dismantling old existing sign board fixing a new sign board including excavation, fixing and concreting PCC 1:2:4 type B-1 using 20 mm graded crushed stone aggregate block sizes of 0.3 m X 0.3 m x 0.45 m etc for fixing of pole complete all as specified and directed.
Supply and fixing for writing retro reflective letters of 10 cm height in Capital letters fonts, including comma, dash, arrows etc with line, width of each letter is 1 cm and 1.25 mm thick , fixed on retro reflective sheet with and including provision of suitable fixing arrangements complete all as specified and directed.
Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
Schedule of credit amount of Rs. 5550.00 to be deducted during AOC
Mahaveer Engineering Co.
Goodluck Enterprises
Sachdeva Enterprises
TRISHLA CONSTRUCTIONS
KISHOR KALAMKAR
R G BISSA
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