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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAccepted-AOC 316 VIJAY NAGAR EXTENSION RANJHI MAIN ROAD JABALPUR MP | JABALPUR | MADHYA PRADESH | 482001 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹24.3 L+₹18,730 (0.78%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
Refer Docs
EMD Value
₹67,500
Closing Date
12 Feb 2022, 6:00 pmClosed
CWE Jabalpur
HQ Commander Works Engineer, Supply Marg, P B No. 54, Jabalpur
Provn of new road from Bldg No. T-34 to Bldg No. T-42 in Piru Enclave at JAK RRC and special repair to road from Batra Auditorium to 1 STC Boys Hostel under GE (W) Jabalpur
2022_MES_501663_1
81923/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
GE (West) Jabalpur
As per NIT
7 documents required · 7 mandatory
₹500
GE (West) Jabalpur
₹67,500
Yes
28 Feb 2022
14 Jan 2022
14 Feb 2022
14 Jan 2022
12 Feb 2022
29 Jan 2022
14 Jan 2022 - 28 Jan 2022
Amount
Basic Rate : Refer Schedule'A' Notes
Removing excavated material (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.
Excavation over areas, not exceeding 1.5m deep and getting out in soft/ loose soil complete all as specified and directed.
M&L for moorum/ red bajri filling in pavings/ under road, spread, rolled and consolidated to gradient and camber as required complete all specified and directed. Note:- (i) Compacted thickness shall be measured and paid. (ii) Rolling/ compaction shall be done by vibromax roller only.
M&L for 100mm thick moorum/ red bajri filling in pavings, spread, rolled and consolidated to gradient and camber as required complete all specified and directed. Note:- (i) Compacted thickness shall be measured and paid. (ii) Rolling/ compaction shall be done by vibromax roller only.
M&L for 200mm thick spread thickness soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. Note:- Rolling/ compaction shall be done by vibromax roller only.
M&L for WBM 150mm thick (compacted thickness) in two equal layers of 75mm thick each 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.
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 WBM or other than black top surface of road complete all as specified.
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.
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 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 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.
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.
Supply and fix in repairs, CAT'S EYE/ RAISED PAVEMENT MARKER/ ROAD STUDS designed to provide enhanced, dependable road guidance to motorists in bad weather conditions, made out of ALUMINIUM ALLOY BODY, two way reflective having weight 435 grams and diamensions 110x120x24mm for maximum retro reflection in wet and dry conditions and to be fixed as per manufacturer instructions complete all as specified and directed. Make: DA 972 of DARK EYE or equivalent Model of make- Road Star or Green Lite or Sun Lite as approved by GE.
Supply and fix in repairs, 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. Make: DA 110 (DHRUV) of DARK EYE or equivalent Model of make- Road Star or Green Lite or Sun Lite as approved by GE.
Supply and fix in repairs, reflective vertical cautionary delineator post made out of 2mm thick steel sheet RECTANGULAR OD size 75x100mm of length 1200mm. Bottom plate 2mm thick of size 150 x 150mm for firm grip welded to base. Top end closed with 2mm steel sheet. All coated with heat process & baked to 120°C OR powder coated to make all weather resistant. At top on both sides diamond grade cube corner micro white reflector of size 75x125mm laminated in 2mm deep cavity to make it scratch resistant. Post to have two bands all around of white reflective sheet of width 225mm by keeping black coat as bands for greater night visibility including embeding the delineators on the ground with & including PCC (1:2:4) type B1 using 20mm graded stone aggregate (minimum PCC block size 200mmx 200mmx 200mm for proper grouting) complete all as specified and directed. Make of Delineators:- GPL-11-16 of make GREENLITE/ GREENS or equivalent Model of make- Road Star or Dark Eye or Sun Lite as approved by GE.
Schedule of credit amount of Rs. 15,500.00 to be deducted during AOC
Mahaveer Engineering Co.
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