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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.5 LAccepted-AOC NO 403 BENGALI COLONY RANJHI JABALPUR MP 482001 | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | L1 | Accepted-AOC BEING LOWEST REASONABLE BIDDER | |
| 2 | L2₹89.0 L+₹51,335 (0.58%)Rejected-Finance 316 VIJAY NAGAR EXTENSION RANJHI MAIN ROAD JABALPUR MP | JABALPUR | MADHYA PRADESH | 482001 | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹93.6 L+₹5.1 L (5.73%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L4₹98.5 L+₹10.0 L (11.3%)Rejected-Finance DIWANBADA MANEGAON POST OFFICE KHAMARIA JABALPUR 482005 M P | JABALPUR | MADHYA PRADESH | 482005 | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | C L BHATIA L4 | J.P ENTERPRISES L1 | M/s PARASRAM MULCHANDANI L2 | M/S Chandrakant Sonkar L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L Repair to potholes any depth, not exc 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, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal)but making good by applying tack coat @ 5 kg per 10 sq m with paving bitumem, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings)depth of potholes exc 30 mm complete all as specified and directed. | 10 | Per 10 Sqm | 1,350 ₹13,500 Lowest | 2,000 ₹20,000 | 1,600 ₹16,000 | 1,400 ₹14,000 |
| 2.00 | Scarifying or picking graveled, maacadam or bituminous macadam surface in area exc 400 sqm and depth n exc 50 mm deep including removing not exc 50 mm and stacking comolete all as specified and directed. | 1,506.06 | Per 10 Sqm | 144 ₹2,16,872.64 | 70 ₹1,05,424.2 Lowest | 100 ₹1,50,606 | 120 ₹1,80,727.2 |
| 3.00 | M & L premix bituminous, macadam laid/rolled and compacted to required gradient and camber with using 20 m,m grade stone agg and and paving bitumin 4 % by the weight of total mix (consolidate thickness 75 mm or less as required), grade VG-30 comolete all as specified and directed. | 713.85 | Cum | 5,400 ₹38,54,790 | 4,650 ₹33,19,402.5 | 4,200 ₹29,98,170 Lowest | 4,200 ₹29,98,170 Lowest |
| 4.00 | M&L for preparation of surfaced black top surface by air compressure / brushing for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt/dust etc and other dleterious materials comolete all as specified and directed. | 1,706.06 | Per 10 Sqm | 45 ₹76,772.7 | 30 ₹51,181.8 | 35 ₹59,712.1 | 22 ₹37,533.32 Lowest |
| 5.00 | M & L for evenly a tack coat of cationic bitumen emulsion (SS-I) conforming to s 8887 at a rate of application of 0.2-0.3 kg/sqm on bitumine 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. | 1,706.06 | Per 10 Sqm | 90 ₹1,53,545.4 Lowest | 100 ₹1,70,606 | 160 ₹2,72,969.6 | 100 ₹1,70,606 |
| 6.00 | M & L for laying bituminious premix semi dense asphaltic concrete 30 mm consolidated thickness with 5.5. mm binder content by wetght of total mix, grade VG-30 using asphalt mechanical mixer plant and laid with senior paver , rolling and completing with 8 to 10 Ton power road roller to reqd level gradient camber and suoer elevation complete all as specified and directed. | 400 | Per 10 Sqm | 2,700 ₹10,80,000 | 2,500 ₹10,00,000 | 2,600 ₹10,40,000 | 2,300 ₹9,20,000 Lowest |
| 7.00 | M & L for preparing bituminous surface of road and making 2 mm thick, side lines centre lines stop lines, dashes, arrows etc and the like n exc 10 mm wide on road pavements with hot applied thermo plastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers instructions complete all as specified and directed. | 300 | Sqm | 400 ₹1,20,000 | 400 ₹1,20,000 | 430 ₹1,29,000 | 280 ₹84,000 Lowest |
| 8.00 | Supply and fix repair cat eye solar reflective type of metal body alloy of size 100 mm x 100 mm x 20 mm with PAMA stiplents reflector of mode No DA 972.0 fix with and incls MS stud of suitable size as per manufactures instructions. | 50 | Each | 303.3 ₹15,165 | 180 ₹9,000 | 185 ₹9,250 | 140 ₹7,000 Lowest |
| 9.00 | Supply and fix in repair solar cat eye aluminium alloy shall (100 % water proofing design according to 65) of size 125 mm x 125 mm x 25 mm (shank 65 mm) of high eficiency mono tystafil solar panel 2.4V/0.3 Watt one Nl-ed rechargeble battery (1.2 V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcdcomplete all as per manufactures instructions etc, all as specified and directed. | 50 | Each | 1,440 ₹72,000 | 1,000 ₹50,000 | 1,050 ₹52,500 | 850 ₹42,500 Lowest |
| 10.00 | Supply and fixing on metal tubular solar dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector redium tape of 25 mm wide strips with anti theit steel net for reflector protection including embedding in PCC 1:2:4 (150 x 150 x 300 mm) type B-1 complete all as specified and directed. | 50 | Each | 810 ₹40,500 | 900 ₹45,000 | 700 ₹35,000 | 650 ₹32,500 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹1.8 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 DRILL GROUND AT JAK RIF RC AND SPECIAL REPAIR TO INTERNAL ROADS AT OFFRS ACCN RWA OF AGE BR-II UNDER GE (WEST) JABALPUR
2025_MES_744407_1
81157/E8
Open Tender
Civil Works
Item Rate
270 days
JABALPUR
As per NI
7 documents required · 7 mandatory
₹1,000
GE (WEST) JABALPUR
₹1.8 L
Yes
28 Feb 2026
13 Dec 2025
19 Jan 2026
13 Dec 2025
12 Jan 2026
5 Jan 2026
13 Dec 2025 - 3 Jan 2026
Scarifying or picking graveled, maacadam or bituminous macadam surface in area exc 400 sqm and depth n exc 50 mm deep including removing not exc 50 mm and stacking comolete all as specified and directed.
M & L premix bituminous, macadam laid/rolled and compacted to required gradient and camber with using 20 m,m grade stone agg and and paving bitumin 4 % by the weight of total mix (consolidate thickness 75 mm or less as required), grade VG-30 comolete all as specified and directed.
M&L for preparation of surfaced black top surface by air compressure / brushing for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt/dust etc and other dleterious materials comolete all as specified and directed.
Applying evennly a take coat of Cationic Bitumin Emulsion (RS-I) conforming to IS :8887 at a rate of application of 0.4-0.6 kg/sqm on bitumin surface as specified in Table 500-5 of MORTH specifcation for road and bridge works 2013, using mechanica sprayer after cleaning of existing surface as specified and directed.
M & L for laying bituminious premix semi dense asphaltic concrete 30 mm consolidated thickness with 5.5. mm binder content by wetght of total mix, grade VG-30 using asphalt mechanical mixer plant and laid with senior paver , rolling and completing with 8 to 10 Ton power road roller to reqd level gradient camber and suoer elevation complete all as specified and directed.
M & L for preparing bituminous surface of road and making 2 mm thick, side lines centre lines stop lines, dashes, arrows etc and the like n exc 10 mm wide on road pavements with hot applied thermo plastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers instructions complete all as specified and directed.
Scarifying or picking graveled, maacadam or bituminous macadam surface in area exc 400 sqm and depth n exc 50 mm but not exc 100 mm by using mechanical scarifier including racking over and grading the broken up surfaces to the proper camber or removing to a distance not exc 50 m iron the starting point and stacking comolete all as specified and directed.
Preparaing existing black top surface by brushing with wirebrush for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt/dust etc and other dleterious materials comolete all as specified and directed.
M & L for evenly a tack coat of cationic bitumen emulsion (SS-I) conforming to s 8887 at a rate of application of 0.7-1 kg/sqm on wbm/wmm as specified in table 500-5 of morth specification for road and bridge work 2013 using mechanical sprayer aafter cleaning of existing surface comolete all as specified and directed.
M & L for laying bituminious premix semi dense asphaltic concrete 30 mm consolidated thickness with 6 %. binder content by wetght of total mix, using asphalt mechanical mixer plant and laid with senior paver , rolling and completing with 8 to 10 Ton power road roler to reqd level gradient, camber ans super elevation, (Note : the final compaction will be carried out with a pneumatic tyred roller of 15 to 30 Ton capacity having type pressure of 7 kg/sqcm after the entire paving operationons are completed. This should be done on bright sunny days such that the entire field is rolled minimum thirty times
M & L for evenly a tack coat of cationic bitumen emulsion (SS-I) conforming to s 8887 at a rate of application of 0.2-0.3 kg/sqm on bitumine 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.
M & L premix bituminous, macadam laid/rolled and compacted to required gradient and camber with using 20 m,m grade stone agg and and paving bitumin 4 % by the weight of total mix (consolidate thickness 75 mm or less as required), comolete all as specified and directed.
Carryout Digital Topographical campus area before and after laying of BM by using electronic Total Station (ETS) and DGPS survey equipment taking actual observations of complex boundaries limits, all existing visible features i.e. buildings, sheds, tube well, orchards, major trees, electric line with pole land internal road, path/car track including detail survay of addjoining existing road and visible service lines etc calculating the actual area of the complex . Taking spot ground level of complex open area in levels of existing buildings, ref, Datum BM making contours at 0.25/0.5 m interval preparation computerized Auto-Cad survey drawing on 1.1 scale on Auto-Cad as per direction of Engr-in-Charge.
Schedule of credit amount of Rs 3750.00 to be deducted during AOC
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