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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC BIJURI DISTRICT ANUPPUR M P | BIJURI | ANUPPUR | MADHYA PRADESH | ₹1.0 Cr Quoted ₹1.1 Cr | L1 | Accepted-AOC BEING LOWEST REASONABLE BIDDER |
| 2 | L2₹1.1 Cr+₹3.1 L (2.90%)Rejected-Finance | ₹1.1 Cr+₹3.1 L (2.90%) | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹1.1 Cr+₹7.7 L (7.21%)Rejected-Finance NO 403 BENGALI COLONY RANJHI JABALPUR MP 482001 | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | ₹1.1 Cr+₹7.7 L (7.21%) | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 4 | L4₹1.2 Cr+₹16.2 L (15.2%)Rejected-Finance HOUSE NO C 214 SECTOR C INDRA VIHAR COLONY TILAK NAGAR HOUSING SOCIETY AIRPORT ROAD LANDMARK NEAR BHOPAL GIRLS SCHOOL PANCHVATI BHOPAL MP 462030 | BHOPAL | BHOPAL | MADHYA PRADESH | 462030 | ₹1.2 Cr+₹16.2 L (15.2%) | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 5 | L5₹1.2 Cr+₹16.2 L (15.2%)Rejected-Finance 316 VIJAY NAGAR EXTENSION RANJHI MAIN ROAD JABALPUR MP | JABALPUR | MADHYA PRADESH | 482001 | ₹1.2 Cr+₹16.2 L (15.2%) | L5 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | S R BUILDERS AND SUPPLIERS L4 | S.K. MINERALS L1 | J.P ENTERPRISES L3 | M/S Chandrakant Sonkar L2 | M/s PARASRAM MULCHANDANI L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm & depth exc 50mm & not exc 100mm deep. Complete all as specified & directed. | 100 | 10 Sqm | 300 ₹30,000 | 55 ₹5,500 Lowest | 100 ₹10,000 | 95 ₹9,500 | 100 ₹10,000 |
| 2.00 | M&L for 75 mm thick WMM (compacted thickness), with coarse aggregate of stone (granite / trap/ basalt) of grading 2 (63 mm to 40 mm size) or of grading 3 (50 mm to 20 mm size), spread, rolled and consolidated to required gradient and camber required. Complete all as specified & directed. | 80 | 10 Sqm | 2,000 ₹1,60,000 | 1,500 ₹1,20,000 | 1,200 ₹96,000 Lowest | 1,450 ₹1,16,000 | 1,500 ₹1,20,000 |
| 3.00 | M&L for 150 mm thick WMM (compacted thickness), with coarse aggregate of stone (granite / trap/ basalt) of grading 2 (63 mm to 40 mm size) or of grading 3 (50 mm to 20 mm size), spread, rolled and consolidated to required gradient and camber required. Complete all as specified & directed. | 20 | 10 Sqm | 3,800 ₹76,000 | 2,700 ₹54,000 | 2,500 ₹50,000 | 1,500 ₹30,000 Lowest | 2,000 ₹40,000 |
| 4.00 | M&L for preparing un-surfaced WMM by brushing with wire brushes for removing caked mud etc sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, Complete all as specified & directed. | 100 | 10 Sqm | 100 ₹10,000 | 66 ₹6,600 | 60 ₹6,000 | 20 ₹2,000 Lowest | 50 ₹5,000 |
| 5.00 | M & L for evenly a primimg coat of cationic bitumen emulsion (SS-I) conforming to IS-8887 at a rate of application of 0.2-0.3 kg/sqm on surface of bitumen incl prepration of bitumen surface as specified in table 500-5 of morth specification for road and bridge work 2013 using mechanical sprayer after cleaning of existing surface complete all as specified and directed. | 100 | 10 Sqm | 250 ₹25,000 | 166 ₹16,600 | 120 ₹12,000 Lowest | 180 ₹18,000 | 160 ₹16,000 |
| 6.00 | M&L for preparing existing black top surfaces or bituminous macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. on black top surfaces or bituminous macadam surfaces complete all as specified & directed. | 330 | 10 Sqm | 100 ₹33,000 | 44 ₹14,520 | 60 ₹19,800 | 20 ₹6,600 Lowest | 35 ₹11,550 |
| 7.00 | M & L for evenly a primimg coat of cationic bitumen emulsion (SS-I) conforming to IS-8887 at a rate of application of 0.7-1 kg/sqm on WMM/WBM incl prepration of WMM/WBM surface as specified in table 500-5 of morth specification for road and bridge work 2013 using mechanical sprayer sprayer after cleaning of existing surface complete all as specified and directed. | 760 | 10 Sqm | 350 ₹2,66,000 | 199 ₹1,51,240 | 160 ₹1,21,600 Lowest | 170 ₹1,29,200 | 180 ₹1,36,800 |
| 8.00 | M&L for premixed bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) with 4% binder content of VG-30 by weight of total mix, mixed in hot mix plant and laid by sensor paver finished. Complete all as specified & directed. | 224 | Cum | 6,800 ₹15,23,200 | 4,643 ₹10,40,032 | 5,100 ₹11,42,400 | 4,400 ₹9,85,600 Lowest | 4,500 ₹10,08,000 |
| 9.00 | M&L for applying bituminous premixed semi dense asphaltic concrete 30 mm thick (consolidated thickness) with 5.5% binder content of paving bitumen 60/70 or VG-30 grade by weight of total mix including cement filler, surfaces rolled & compacted with using 8 to 10 tonne capacity power roller to achieve the required compactness, camber and gradient, material mixed in hot mix plant using design mix and laid by sensor paver finisher. Complete all as specified and directed | 430 | 10 Sqm | 3,200 ₹13,76,000 | 2,550 ₹10,96,500 | 2,500 ₹10,75,000 | 2,400 ₹10,32,000 Lowest | 2,630 ₹11,30,900 |
| 10.00 | M&L for Repair to pot holes any depth, not exceeding 1 sqm 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 making good by applying tack coat @ 5 Kg per 10 sqm and laying premixed bituminous macadam, well rammed and sealed with paving bitumen 60/70 or VG-30 grade @ 9.8 Kg per 10 Sqm, blinded with 0.09 cum of stone chippings of size 6.3 mm and again well rolled with 8 to 10 tonne power roller (including supply of pre-mixed macadam, binder and chippings), depth of pot holes exceeding 30 mm. Complete all as specified and directed. | 5 | 10 Sqm | 2,400 ₹12,000 | 1,300 ₹6,500 Lowest | 2,000 ₹10,000 | 1,500 ₹7,500 | 1,600 ₹8,000 |
Tender Value
₹1.3 Cr
EMD Value
₹2.1 L
Closing Date
12 Jan 2026, 6:00 pmClosed
CWE JABALPUR
HQ COMMANDER WORKS ENGINEER, SUPPLY MARG, P B NO. 54, JABALPUR - 482001
SPECIAL REPAIR TO ROAD NETWORK FROM MAG NO. 12 TO MAG NO. 27 OF ASD OF COD UNDER GE (EAST) JABALPUR
2025_MES_744412_1
82740/E8
Open Tender
Civil Works - Roads
Item Rate
90 days
JABALPUR
As per NIT
7 documents required · 7 mandatory
₹1,000
GE (EAST) JABALPUR
₹2.1 L
Yes
26 Feb 2026
13 Dec 2025
19 Jan 2026
13 Dec 2025
12 Jan 2026
5 Jan 2026
13 Dec 2025 - 3 Jan 2026
M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm & depth exc 50mm & not exc 100mm deep. Complete all as specified & directed.
M&L for preparing un-surfaced WMM by brushing with wire brushes for removing caked mud etc sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, Complete all as specified & directed.
M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at the rate 10 kg per ten Sqm over the prepared surface by mechanical sprayer. Complete all as specified & directed.
M&L for preparing existing black top surfaces or bituminous macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. on black top surfaces or bituminous macadam surfaces. Complete all as specified & directed.
M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at the rate 5 kg per ten sqm over the prepared surface by mechanical sprayer. Complete all as specified & directed.
M&L for premixed bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) with 4% binder content of VG-30 by weight of total mix, mixed in hot mix plant and laid by sensor paver finished. Complete all as specified & directed.
M&L for applying bituminous premixed semi dense asphaltic concrete 30 mm thick (consolidated thickness) with 5.5% binder content of paving bitumen 60/70 or VG-30 grade by weight of total mix including cement filler, surfaces rolled & compacted with using 8 to 10 tonne capacity power roller to achieve the required compactness, camber and gradient, material mixed in hot mix plant using design mix and laid by sensor paver finisher. Complete all as specified and directed
Demolition of brick work or stone/boulder masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars etc., but excluding ashlar facings, dressed stonework & precast concrete articles. Complete all as specified and directed.
Removing building materials etc. (other than spoil payable under items 03028 to 03031 in Section-3—Earthwork) to a distance of 100m or under, beyond the ead included in the rates, including loading, unloading and stacking at the destination
Surface dressing not exc 15 cm deep in soft / loose soil complete all as specified & directed
Excavating over areas, not exceeding 1.5m deep and getting out in soft/loose soil.
Excavating in trenches , exceeding 1.5m but not seceeding 3.00m deep for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n and getting out in soft/loose soil complete all as specified & directed
M & L for moorum /red bajri filling in floors or pavings laid in layers n exc 15 cm thick spread levelled and rammed including watering complete all as specified & directed
M&L for Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clip
M&L for Mild steel TMT bars 6 to 8 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clip complete all as specified and directed
M&L for Rough finished flat Form work to sides of concrete foundations, footings, bases of columns, rafts etc.
M&L for fair finished flat form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to better.
M&L for RCC M-25 (design mix) concrete in walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses.
M&L RCC M-25 Cement Concrete using 20 mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete complete all as specified and directed
M & l for rendering 15 mm thick cement plaster (1:4) on fair faces of brick work or concrete suface complete all as specified & directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils.
Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point.
M&L for preparing bituminous surfaces of road & marking 2.50 mm thick centre lines, stop lines, dashes, arrows etc. & the like not exceeding 10 cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturer's instructions complete all as specified and directed by Engineer-in-Charge.
M&L for Machine pressed precast cement concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and directed.
M & L For Polythene film, black 150micron laid in floors complete all as specified and directed
M & L for Forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound,GRADE A complete all as specifed and directed
Schedule of credit amount of Rs 2,62,750.00 to be deducted during AOC
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