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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39 LAccepted-AOC NO 403 BENGALI COLONY RANJHI JABALPUR MP 482001 | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | L1 | Accepted-AOC BEING LOWEST REASONABLE BIDDER | |
| 2 | L2₹42.0 L+₹2.7 L (6.75%)Rejected-Finance 316 VIJAY NAGAR EXTENSION RANJHI MAIN ROAD JABALPUR MP | JABALPUR | MADHYA PRADESH | 482001 | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹43.0 L+₹3.6 L (9.25%)Rejected-Finance VILLAGE DEVRATHA NO 1 POST SHAHGANJ DIST AGRA U P | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L4₹52.4 L+₹13.0 L (33.2%)Rejected-Finance 1588 YADAV COLONY 21 LIC COLONY VIVEKANAND WARD JABALPUR MP PIN 482002 | JABALPUR | MADHYA PRADESH | 482002 | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 5 | Rejected-Technical 114 BARH CHONDI TOWN BARH DISTT PATNA BIHAR PIN 803213 | PATNA | BIHAR | 803213 | - | Rejected-Technical DUE TO TWO CLASS BELOW AS PER NIT |
| Sl No | Description | Qty | Unit | M/s M S Sharma and Co. L3 | J.P ENTERPRISES L1 | AJAYA CONSTRUCTION L4 | M/s PARASRAM MULCHANDANI L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L moorum / red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.
Notes:-
(i) Compacted thickness shall be measured and paid.
(ii) Rolling/ compaction shall be done by vibromax roller only. | 84 | Cum | 350 ₹29,400 Lowest | 550 ₹46,200 | 499 ₹41,916 | 500 ₹42,000 |
| 2.00 | Preparing existing black top surface by brushing with wire brushes for removing caked mud etc. , blowing with mechanical blower to remove all loose dirt etc from surface complete all as specifie and directed. | 280 | 10 Sqm | 50 ₹14,000 | 30 ₹8,400 Lowest | 399 ₹1,11,720 | 40 ₹11,200 |
| 3.00 | 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. | 165 | Cum | 5,000 ₹8,25,000 | 5,190.55 ₹8,56,440.75 | 4,999 ₹8,24,835 | 4,000 ₹6,60,000 Lowest |
| 4.00 | M&L for applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 5 Kg/ 10 Sqm by using mechanical sprayer on black top surface of road complete all as specified. | 664 | 10Sqm | 150 ₹99,600 | 165 ₹1,09,560 | 99.99 ₹66,393.36 Lowest | 140 ₹92,960 |
| 5.00 | M&L for bituminous premixed asphaltic semi dense concrete 30mm consolidated thickness with minimum 5.50 % 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. | 355 | 10 Sqm | 2,700 ₹9,58,500 | 2,425 ₹8,60,875 Lowest | 2,799 ₹9,93,645 | 2,500 ₹8,87,500 |
| 6.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n. exc 400 Sqm and depth exc 50mm but n exc 100mm by using mechanical scarifier including racking over and grading the broken-up surfaces to the proper camber and removing to a distance not exc 50M from the starting point and stacking complete all as directed. | 31 | 10 Sqm | 50 ₹1,550 Lowest | 100 ₹3,100 | 199 ₹6,169 | 150 ₹4,650 |
| 7.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400Sqm and depth not exc 50mm by using mechanical scarifier including racking over and grading the broken-up surfaces to the proper camber and removing to a distance not exc 500M from the starting point and stacking complete all as directed. | 326 | 10 Sqm | 50 ₹16,300 Lowest | 100 ₹32,600 | 250.99 ₹81,822.74 | 100 ₹32,600 |
| 8.00 | M&L for WBM 150 mm thick (compacted thickness) in two 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. | 29 | 10 Sqm | 800 ₹23,200 Lowest | 1,800 ₹52,200 | 1,999.99 ₹57,999.71 | 3,200 ₹92,800 |
| 9.00 | Ditto, all as per item No 08 above but except material, complete all as specified and directed. | 2 | 10 Sqm | 500 ₹1,000 Lowest | 700 ₹1,400 | 2,099 ₹4,198 | 2,000 ₹4,000 |
| 10.00 | M&L for applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 10 Kg/ 10 Sqm by using mechanical sprayer on black top surface of road complete all as specified. | 31 | 10 Sqm | 200 ₹6,200 Lowest | 250 ₹7,750 | 255.99 ₹7,935.69 | 280 ₹8,680 |
Tender Value
₹58 L
EMD Value
₹1.1 L
Closing Date
7 Jul 2025, 6:00 pmClosed
CWE JABALPUR
HQ CWE JABALPUR OPPOSITE SUPPLY DEPOT SADAR 482001
SPECIAL REPAIR TO ROAD AT GS SURI ENCLAVE AND ANANT NAGAR COLONY OF COD JABALPUR UNDER GE (EAST) JABALPUR
2025_MES_712431_1
82724/E8
Open Tender
Civil Works - Roads
Item Rate
90 days
JABALPUR
AS PER NIT
7 documents required · 7 mandatory
₹1,000
Yes
GE (EAST) JABALPUR
₹1.1 L
Yes
15 Sept 2025
4 Jun 2025
12 Jul 2025
4 Jun 2025
7 Jul 2025
25 Jun 2025
4 Jun 2025 - 24 Jun 2025
Amount
M&L moorum / red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. Notes:- (i) Compacted thickness shall be measured and paid. (ii) Rolling/ compaction shall be done by vibromax roller only.
Preparing existing black top surface by brushing with wire brushes for removing caked mud etc. , blowing with mechanical blower to remove all loose dirt etc from surface complete all as specifie and directed.
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 applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 5 Kg/ 10 Sqm 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 5.50 % 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.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n. exc 400 Sqm and depth exc 50mm but n exc 100mm by using mechanical scarifier including racking over and grading the broken-up surfaces to the proper camber and removing to a distance not exc 50M from the starting point and stacking complete all as directed.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400Sqm and depth not exc 50mm by using mechanical scarifier including racking over and grading the broken-up surfaces to the proper camber and removing to a distance not exc 500M from the starting point and stacking complete all as directed.
M&L for WBM 150 mm thick (compacted thickness) in two 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.
Ditto, all as per item No 08 above but except material, complete all as specified and directed.
M&L for applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 10 Kg/ 10 Sqm by using mechanical sprayer on black top surface of road complete all as specified.
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. 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 cm in thickness (below or above ground level) including removal of debris to out side MD land complete all as specified & directed.
M&L for 100 mm thick Cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in sub base etc. complete all as specified and directed.
M&L for 60mm thick rubber mould reflective factory made coloured pre cast PCC interlocking paver blocks/ tiles conforming to IS 15658-2006, M-35 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.
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 corse sand ) including making joints with or without grooves (thickness of joints except at shqarp curved shall not to more than 5 mm ) including making drainage opening whereevert required complete all as specified & directed.
Dismantling 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 stone work and pre-cast concrete articles complete all as specified and directed.
M&L for brick work with sub class 'B' fly ash bricks, straight or curved on plan exc 6m mean radius built in CM (1:6) complete all as specified & directed.
M&L for 15mm thick rendering in CM (1:4) on fair surfaces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified & directed.
M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in roof kerbs or mud stops, rounded or charmfered on edges in lintels upto 1.5 m clear span, coping, benching, bed block, lintel band, plinth courses string courses, lacing courses, parapets and railings upto 60 cm in height copings kneelers, apex stones, blade plates , kerbs not provided for in item 04028, water troughs and the like including weathering,slightly rounded or chamfered angles and throating as directed.
Supply and fix, in repair, aluminium casted cat eye, solar reflective type of metal body alloy, size 100 mm x 100 mm x 20 mm fixed with and including MS stud of suitable size as per Manufacturer's instructions complete all as specified and directed.
Supply and fixing,in repair, 100% water proof metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 50 mm dia mild steel pipe of 900 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1(using 20mm graded crushed stone aggregate) complete all as specified and directed.
Supply and fix solar cat's eye/ studs of size 125mmx 125mmx 25mm (shank 65mm) 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/ 1600mAH), 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 10-75 degree Celcius, 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.
Schedule of credit amount of Rs 34,175.00 to be deducted during AOC
M/s PARASRAM MULCHANDANI (BID ID -3341629)
M/s M S Sharma and Co. (BID ID -3341624)
AJAYA CONSTRUCTION (BID ID -3350584)
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