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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹73.2 LAccepted-AOC 1442 1 NANADANPURA BABINA CANTT TEHSIL DISTT JHANSI UP | BABINA | JHANSI | UP | L-1 | Accepted-AOC Lowest bidder for the subject work. | |
| 2 | L-2₹76.8 L+₹3.4 L (4.59%)Rejected-Finance 84 A VIJAY NAGAR COLONY LALGHATI PO NAYAPURA BHOPAL 462032 | 462032 | L-2 | Rejected-Finance other than the lowest bidder | |
| 3 | L-3₹76.9 L+₹3.5 L (4.77%)Rejected-Finance | L-3 | Rejected-Finance other than the lowest bidder | |
| 4 | L-4₹77.8 L+₹4.3 L (5.87%)Rejected-Finance NO 403 BENGALI COLONY RANJHI JABALPUR MP 482001 | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | L-4 | Rejected-Finance other than the lowest bidder | |
| 5 | L-5₹83.5 L+₹10.1 L (13.7%)Rejected-Finance VILLAGE DEVRATHA NO 1 POST SHAHGANJ DIST AGRA U P | L-5 | Rejected-Finance other than the lowest bidder |
| Sl No | Description | Qty | Unit | M/s M S Sharma and Co. L5 | POONAM ELECTRIC INDUSTRY L2 | Vee kay construction L3 | M/S SHIVA TRADERS L1 | J.P ENTERPRISES L4 | M/S MAA INFRASTRUCTURES L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&l repair to potholes and depth,not exc 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 30mm in depth making good by applying tack coat using paving bitumen of grade RS-10 at @ 5 kg per 10 sqm putting in premixed bituminous macadam, using paving bitumen of grade VG-30, binder content 4% by weight of total mix well rammed and sealed with binder 9.8 per 10 sqm, blinded with 0.09 cum of stone chipping, 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.
Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate due to variation(Minus side) in quantity of bitumen if any shall be priced at the rate of ₹50 per kg.
(iii) Amount incurred for Design Mix for Bituminous macadam is deemed to included in the quoted rate.
(iv) No Extra payment shall be made if binder content is more than 4%. | 3 | X Sqm | 500 ₹1,500 Lowest | 1,200 ₹3,600 | 1,800 ₹5,400 | 1,000 ₹3,000 | 2,500 ₹7,500 | 1,688.77 ₹5,066.3 |
| 2.00 | Scarifying (includig cleaning)or picking gravelled macadam or bituminous macadam surfaces area exc 400 sqm and depth n exe 50 mm complete all as specified and directed | 349 | X Sqm | 50 ₹17,450 | 65 ₹22,685 | 9 ₹3,141 Lowest | 52 ₹18,148 | 200 ₹69,800 | 25.75 ₹8,986.99 |
| 3.00 | M &L for Preparing scarifying black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms & finally fanning the cleaned surface with Air compressure to remove all loose dirt etc complete all as specified and directed. | 349 | X Sqm | 50 ₹17,450 | 60 ₹20,940 | 45 ₹15,705 Lowest | 52 ₹18,148 | 60 ₹20,940 | 174.14 ₹60,774.62 |
| 4.00 | M&L for applying evenly a priming/tack coat with paving bituminous primer over Scarified surfaces,overlaying course with cationic bitumen emulsion RS-1 grade at the rate at 10 kg per 10 sqm using of mechinical sprayer complete all as specified and as directed. | 349 | X Sqm | 150 ₹52,350 Lowest | 270 ₹94,230 | 387 ₹1,35,063 | 253 ₹88,297 | 300 ₹1,04,700 | 412.41 ₹1,43,932.49 |
| 5.00 | M&L premix bituminious macadam using paving bitumen any penetration binder content of 4% by weight of totalmix, binded with 0.09 cum of stone chippings, 6.3 mm size of grade VG-30 laid/rolled and compacted to required camber and gradient (consolidated thickness 50mm) with power roller 8 to 12 tonne to a uniform smooth surface complete all as specified and directed.
Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate due to variation(Minus side) in quantity of bitumen if any shall be priced at the rate of ₹50 per kg.
(iii) Amount incurred for Design Mix for Bituminous macadam is deemed to included in the quoted rate.
(iv) No Extra payment shall be made if binder content is more than 4%. | 251.5 | Cum | 5,500 ₹13,83,250 | 5,700 ₹14,33,550 | 5,300 ₹13,32,950 | 5,000 ₹12,57,500 Lowest | 5,400 ₹13,58,100 | 7,173.99 ₹18,04,258.99 |
| 6.00 | M &L for Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms & finally fanning the cleaned surface with Air compressure to remove all loose dirt etc complete all as specified and directed. | 1,436 | X Sqm | 50 ₹71,800 | 50 ₹71,800 | 45 ₹64,620 | 20 ₹28,720 Lowest | 40 ₹57,440 | 174.14 ₹2,50,064.03 |
| 7.00 | M&L for applying evenly a priming/tack coat with paving bituminous primer using bitumen of grade RS-1 at 5 kg per 10 sq meters complete all as specified and as directed. | 1,436 | X Sqm | 150 ₹2,15,400 | 160 ₹2,29,760 | 216 ₹3,10,176 | 120 ₹1,72,320 Lowest | 170 ₹2,44,120 | 211.64 ₹3,03,913.32 |
| 8.00 | M&L for semi dense bituminous concrete 30mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime filler ,rolled and compacted to required camber and gredient with power roller 8 to 10 tonnes to a uniform smooth surface complete all as specified and directed.
Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation (Minus side) in quantity of bitumen if any shall be priced at the rate of ₹75 per kg.
(iii) Amount incurred for Design Mix for Bituminous macadam is deemed to included in the quoted rate.
(iv) No Extra payment shall be made if binder content is more than 5.5%. | 1,835 | X Sqm | 2,900 ₹53,21,500 | 2,400 ₹44,04,000 | 2,340 ₹42,93,900 | 2,450 ₹44,95,750 | 2,475 ₹45,41,625 | 2,310.62 ₹42,39,989.35 Lowest |
| 9.00 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed. | 934 | Sqm | 380 ₹3,54,920 | 399 ₹3,72,666 | 423 ₹3,95,082 | 331 ₹3,09,154 Lowest | 400 ₹3,73,600 | 442.59 ₹4,13,379.62 |
| 10.00 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed. | 1,160 | Each | 140 ₹1,62,400 Lowest | 255 ₹2,95,800 | 252 ₹2,92,320 | 160 ₹1,85,600 | 215 ₹2,49,400 | 295.4 ₹3,42,665.28 |
Tender Value
₹1.1 Cr
EMD Value
₹1.8 L
Closing Date
30 Jul 2025, 6:00 pmClosed
Col Pawan Kumar, CWE
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
SPL REPAIR TO ROADS AT VARIOUS LOCATION UNDER AGE B/R-II, HILL ROAD HQ BLDG AND APPROACH ROAD OF DIV HQ CAMP AREA, HAWK DRIVE ROAD FROM GYM TO DIV HQ 36 RAPID(S), MANGO GROVE AREA AND JCOs/OR MD ACCN D AREA AT VK LINE UNDER GE SAUGOR
2025_MES_713670_1
84027/E8
Open Tender
Civil Works
Item Rate
180 days
Saugor
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹1,000
Yes
GE Saugor
₹1.8 L
Yes
24 Sept 2025
11 Jun 2025
1 Aug 2025
11 Jun 2025
30 Jul 2025
18 Jul 2025
11 Jun 2025 - 18 Jul 2025
Amount
M&l repair to potholes and depth,not exc 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 30mm in depth making good by applying tack coat using paving bitumen of grade RS-10 at @ 5 kg per 10 sqm putting in premixed bituminous macadam, using paving bitumen of grade VG-30, binder content 4% by weight of total mix well rammed and sealed with binder 9.8 per 10 sqm, blinded with 0.09 cum of stone chipping, 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. Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate due to variation(Minus side) in quantity of bitumen if any shall be priced at the rate of ₹50 per kg. (iii) Amount incurred for Design Mix for Bituminous macadam is deemed to included in the quoted rate. (iv) No Extra payment shall be made if binder content is more than 4%.
Scarifying (includig cleaning)or picking gravelled macadam or bituminous macadam surfaces area exc 400 sqm and depth n exe 50 mm complete all as specified and directed
M &L for Preparing scarifying black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms & finally fanning the cleaned surface with Air compressure to remove all loose dirt etc complete all as specified and directed.
M&L for applying evenly a priming/tack coat with paving bituminous primer over Scarified surfaces,overlaying course with cationic bitumen emulsion RS-1 grade at the rate at 10 kg per 10 sqm using of mechinical sprayer complete all as specified and as directed.
M&L premix bituminious macadam using paving bitumen any penetration binder content of 4% by weight of totalmix, binded with 0.09 cum of stone chippings, 6.3 mm size of grade VG-30 laid/rolled and compacted to required camber and gradient (consolidated thickness 50mm) with power roller 8 to 12 tonne to a uniform smooth surface complete all as specified and directed. Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate due to variation(Minus side) in quantity of bitumen if any shall be priced at the rate of ₹50 per kg. (iii) Amount incurred for Design Mix for Bituminous macadam is deemed to included in the quoted rate. (iv) No Extra payment shall be made if binder content is more than 4%.
M &L for Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms & finally fanning the cleaned surface with Air compressure to remove all loose dirt etc complete all as specified and directed.
M&L for applying evenly a priming/tack coat with paving bituminous primer using bitumen of grade RS-1 at 5 kg per 10 sq meters complete all as specified and as directed.
M&L for semi dense bituminous concrete 30mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime filler ,rolled and compacted to required camber and gredient with power roller 8 to 10 tonnes to a uniform smooth surface complete all as specified and directed. Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation (Minus side) in quantity of bitumen if any shall be priced at the rate of ₹75 per kg. (iii) Amount incurred for Design Mix for Bituminous macadam is deemed to included in the quoted rate. (iv) No Extra payment shall be made if binder content is more than 5.5%.
Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed.
Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed.
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soilfor road berms, complete all as specified and as directed.
Rolling and consolidating formation surfaces in cutting using power roller of weight class exc, 8 tonne & n exe 12 tonne, complete all as specified and as directed.
Removing excavated material n exe 50 m and depositing where directed at a level n exe 1.5 m above the starting point, complete all as specified and directed.
M & L for moorum/red bajri filling in floor or paving, laid In layers n exe 15 cm thick spread levelled and rammed including watering, rolled and compacted using vibratory roller of 80 to 100 kN static weight with plain or pad foot drum to required gradient and camber complete all as specified and as directed.
M & L for 100 mm spread thicknessas in berm, moorum in granular sub base or light wearing surfaces, spread, rolled and compacted using vibratory roller of 80 to 100 kN static weight with plain or pad foot drum to required gradient and camber complete all as specified and as directed.
S & F in repairs solar road studs of size not less than 125 mm X 125 mm X 24 mm made of weather resistance aluminium alloy and poly carbonate material electronically welded micro- prismatic lens with abrasion resistant coating as approved by the Engineer in charge. The cats eye shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35⁰ ± 5⁰ to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM E: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete complete all as specified and directed. The solar panel shall be high efficiency mono crystalline 2.5 V/60 m A and the battery shall be one Ni-mh type (1.2 V/1200 m Ah) high temp for backup of 36 hours full charging. The flash frequency shall be 60 ± 5 times per minute.
Supply and fix in repairs 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 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 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 complete all as specified and as directed.
Surface dressing not exceeding 15 cm deep in soft/ loose soil complete all as specified and as directed.
POONAM ELECTRIC INDUSTRY (BID ID -3368454)
Vee kay construction (BID ID -3368467)
J.P ENTERPRISES (BID ID -3377749)
M/s M S Sharma and Co. (BID ID -3366587)
M/S MAA INFRASTRUCTURES (BID ID -3368490)
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