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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.7 LAccepted-AOC 1006 MANAK CHOUK MHOW DIST INDORE MADHYA PRADESH453441 | INDORE | INDORE | MADHYA PRADESH | 453441 | L1 | Accepted-AOC 1st Lowest and reasonable | |
| 2 | L2₹40.8 L+₹1.6 L (4.17%)Rejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹41.9 L+₹2.7 L (6.87%)Rejected-Finance STREET NO 11 SECTOR NO 04 TILAK NAGAR SAGAR ROAD BIKANER RAJASTHAN 334001 | BIKANER | RAJASTHAN | 334001 | L3 | Rejected-Finance 3rd Lowest | |
| 4 | L4₹43.7 L+₹4.6 L (11.7%)Rejected-Finance | L4 | Rejected-Finance 4th Lowest | |
| 5 | L5₹53.4 L+₹14.2 L (36.2%)Rejected-Finance | L5 | Rejected-Finance 5th Lowest |
| Sl No | Description | Qty | Unit | M/S GARG CONSTRUCTION L8 | M/S Ashish Construction L9 | Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd. L1 | M/S UnitedConstruction L5 | Auto Traders L6 | M/S BABULAL SURAJMAL L10 | YAUK ENGINEERS L3 | ASHISH SHARMA L4 | M/s ESS KAY Construction L2 | ram prashad chotelal batham L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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) making good by applying tack coat @ 5 kg per 10 sq m, 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 using power roller of capacity exceeding 8 tonne but not exceeding 12 tonne (including supply of premixed macadam, binder and chippings). depth of potholes n exc 30 mm complete all as specified. | 10 | Ten Sqm | 2,250 ₹22,500 | 2,270 ₹22,700 | 1,500 ₹15,000 | 2,200 ₹22,000 | 2,290 ₹22,900 | 2,290 ₹22,900 | 2,000 ₹20,000 | 1,799 ₹17,990 | 900 ₹9,000 Lowest | 2,250 ₹22,500 |
| 2.00 | Demolition of cement concrete in ground floor and paving not exceeding 15cm thick ( below or above ground level) complete all as specified and directed . | 198 | Cum | 210 ₹41,580 | 230 ₹45,540 | 80 ₹15,840 Lowest | 200 ₹39,600 | 250 ₹49,500 | 250 ₹49,500 | 120 ₹23,760 | 299 ₹59,202 | 90 ₹17,820 | 210 ₹41,580 |
| 3.00 | Dismantling old laid bedded and pointed in any mortar Stone slabs and tiles of any description or thickness in floors, aprons etc complete all as specified and directed. | 72 | Ten Sqm | 199 ₹14,328 | 210 ₹15,120 | 80 ₹5,760 Lowest | 200 ₹14,400 | 210 ₹15,120 | 210 ₹15,120 | 150 ₹10,800 | 500 ₹36,000 | 90 ₹6,480 | 199 ₹14,328 |
| 4.00 | M&L for Premix bituminous, macadam 75mm or less compacted thickness (Consolidated thickness) in single layer using binder content as per mix design (min 4%) by weight of total mix, with paving bitumen of grade VG-30 having Marshall stability not less than 1200kg using hot mix plant, spread, rolled and consolidated to required gradient and camber using mechanical sensor paver and roller of type & capacity all as specified in MoRTH and TI 09/2009 complete all as specified and directed. | 145 | Cum | 5,900 ₹8,55,500 | 5,950 ₹8,62,750 | 3,751 ₹5,43,895 Lowest | 5,800 ₹8,41,000 | 5,700 ₹8,26,500 | 5,500 ₹7,97,500 | 4,200 ₹6,09,000 | 5,500 ₹7,97,500 | 4,500 ₹6,52,500 | 6,000 ₹8,70,000 |
| 4.01Notes:- (a) Aggregate used in the work shall be obtained from approved source . (b) Minimum content of Cement filler shall be 2% by weight of total mix and dossage shall be as per design mix. No price adjustment shall be applicable if excess quantity of filler is used/approved due to design requirement in the execution of work under this item (c) No price adjustment shall be made for any extra quantity of binder due to design requirement. (d). Cost of testing charges as per (IS),Preparation of moulds,penetration test, Viscosity test,Bitumin extraction test ,Mashal stability test,and core cutting, materials and transpotation etc for job mix formula shall deem to be included in quoted rate) . (e) Mix shall be from hot mix plant and laying shall be done with mechanical paver. (f) During the laying minimm 02 x 12 Ton tandem Rollers shall be available at site . | |||||||||||||
| 5.00 | M&L for preparing surfaces of existing black top surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bitumenous primer using paving bitumen VG-30 at the rate of 05 kg / 10 sqm and M&L for Bituminious premixed hot mix Asphaltic Semi- Dence Concrete using 5.5 % binder content (VG-30 Grade paving bitumen with minimum Marshal stability 1200 kg/sqcm) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller and mnimum 5Km/hour to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed. | 680 | Ten Sqm | 3,600 ₹24,48,000 | 3,600 ₹24,48,000 | 2,699 ₹18,35,320 Lowest | 3,500 ₹23,80,000 | 3,550 ₹24,14,000 | 3,700 ₹25,16,000 | 2,720 ₹18,49,600 | 2,800 ₹19,04,000 | 2,700 ₹18,36,000 | 3,450 ₹23,46,000 |
| 5.01(Note: - (i) Laying shall be done by means of self-propelled mechanical paver, and screed temp minimum maintain not less than 140 degree cellicious finishing with electronic sensor and hydraulic controls with suitable speed 5 Km /hour and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from hot mix plant and spreading shell be done by using mechanical sensor paver only) | |||||||||||||
| 6.00 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like on roads pavements with tot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 450 | SQM | 550 ₹2,47,500 | 560 ₹2,52,000 | 400 ₹1,80,000 | 500 ₹2,25,000 | 560 ₹2,52,000 | 560 ₹2,52,000 | 400 ₹1,80,000 | 40 ₹18,000 Lowest | 405 ₹1,82,250 | 550 ₹2,47,500 |
| 7.00 | S & F road studs (cat eye) two way solar reflective type of size 100x100x20mm (min size) and max size according to manufacturer made of ABS material, scratch and abrasion resistant, micro plastic, temperature resitant body fixed on bituminous /concrete surfaces of approved make by GE all as directed. (Make:3M/ Mr. lllumination/Dark Eye aktion Mode No.DA972.0) | 160 | EACH | 400 ₹64,000 | 450 ₹72,000 | 280 ₹44,800 | 350 ₹56,000 | 450 ₹72,000 | 450 ₹72,000 | 270 ₹43,200 Lowest | 600 ₹96,000 | 270 ₹43,200 Lowest | 400 ₹64,000 |
| 8.00 | Supply and fixing metal tubular dealinator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50mm 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 (150mmx150mmx300mm) type B1 complete all as specified and directed (Make- SUN EYEZ Road Safety Products /3M/ M/s Oscar road safety) | 50 | EACH | 1,050 ₹52,500 | 1,050 ₹52,500 | 700 ₹35,000 Lowest | 1,000 ₹50,000 | 1,050 ₹52,500 | 1,050 ₹52,500 | 950 ₹47,500 | 2,000 ₹1,00,000 | 900 ₹45,000 | 1,050 ₹52,500 |
Tender Value
₹53 L
EMD Value
₹1.0 L
Closing Date
22 Oct 2025, 6:00 pmClosed
CWE MHOW
HQ CWE Mhow Cantt Mhow 453441
SPECIAL REPAIR TO ROAD FROM WASTE TO WEALTH PARK TO FCTS GATE UNDER GE AWC MHOW
2025_MES_710659_3
CWE/MHOW/01(T) OF 2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
HQ CWE MHOW
Please refer Tender documents
8 documents required · 8 mandatory
₹1,000
GE (AWC) MHOW
₹1.0 L
27 Nov 2025
26 Sept 2025
24 Oct 2025
26 Sept 2025
22 Oct 2025
15 Oct 2025
Amount
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) making good by applying tack coat @ 5 kg per 10 sq m, 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 using power roller of capacity exceeding 8 tonne but not exceeding 12 tonne (including supply of premixed macadam, binder and chippings). depth of potholes n exc 30 mm complete all as specified.
Demolition of cement concrete in ground floor and paving not exceeding 15cm thick ( below or above ground level) complete all as specified and directed .
Dismantling old laid bedded and pointed in any mortar Stone slabs and tiles of any description or thickness in floors, aprons etc complete all as specified and directed.
M&L for Premix bituminous, macadam 75mm or less compacted thickness (Consolidated thickness) in single layer using binder content as per mix design (min 4%) by weight of total mix, with paving bitumen of grade VG-30 having Marshall stability not less than 1200kg using hot mix plant, spread, rolled and consolidated to required gradient and camber using mechanical sensor paver and roller of type & capacity all as specified in MoRTH and TI 09/2009 complete all as specified and directed.
Notes:- (a) Aggregate used in the work shall be obtained from approved source . (b) Minimum content of Cement filler shall be 2% by weight of total mix and dossage shall be as per design mix. No price adjustment shall be applicable if excess quantity of filler is used/approved due to design requirement in the execution of work under this item (c) No price adjustment shall be made for any extra quantity of binder due to design requirement. (d). Cost of testing charges as per (IS),Preparation of moulds,penetration test, Viscosity test,Bitumin extraction test ,Mashal stability test,and core cutting, materials and transpotation etc for job mix formula shall deem to be included in quoted rate) . (e) Mix shall be from hot mix plant and laying shall be done with mechanical paver. (f) During the laying minimm 02 x 12 Ton tandem Rollers shall be available at site .
M&L for preparing surfaces of existing black top surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bitumenous primer using paving bitumen VG-30 at the rate of 05 kg / 10 sqm and M&L for Bituminious premixed hot mix Asphaltic Semi- Dence Concrete using 5.5 % binder content (VG-30 Grade paving bitumen with minimum Marshal stability 1200 kg/sqcm) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller and mnimum 5Km/hour to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed.
(Note: - (i) Laying shall be done by means of self-propelled mechanical paver, and screed temp minimum maintain not less than 140 degree cellicious finishing with electronic sensor and hydraulic controls with suitable speed 5 Km /hour and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from hot mix plant and spreading shell be done by using mechanical sensor paver only)
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like on roads pavements with tot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
S & F road studs (cat eye) two way solar reflective type of size 100x100x20mm (min size) and max size according to manufacturer made of ABS material, scratch and abrasion resistant, micro plastic, temperature resitant body fixed on bituminous /concrete surfaces of approved make by GE all as directed. (Make:3M/ Mr. lllumination/Dark Eye aktion Mode No.DA972.0)
Supply and fixing metal tubular dealinator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50mm 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 (150mmx150mmx300mm) type B1 complete all as specified and directed (Make- SUN EYEZ Road Safety Products /3M/ M/s Oscar road safety)
Supply and fix Solar cat eys aluminium alloy shall (100%water proofing designaccording to 65) of size 125 mmx125 mmx25 mm (shank 65 mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA)consisting of super bright LED with 10000 to 18000 mcd complete all as per manufactures instruction etc,allas specified and directed .(Make- SUN EYEZ Road Safety Products /3M/ M/s Oscar road safety)
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 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.
S&F for PVC (SWR) pipes 110mm dia single socketed, in any length with rubber ring joints as rainwater, laid in floors or trenches complete all as specified and 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 as required complete all as specified and directed.
M&L PCC (1:4:8) type D-2 using 40mm graded stone aggregates as in foundation complete all as specified and directed.
M&L for preparation of new or old concrete surfaces of any description over 10cm girth or width, not otherwise described and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed.
M&L providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design and pattern as in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness, & size/shape made by table vibratory method using PU mould, laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern finishing and sweeping extra sand complete all as specified and directed.
M/s ESS KAY Construction (BID ID -3460879)
YAUK ENGINEERS (BID ID -3462275)
ASHISH SHARMA (BID ID -3462532)
M/S UnitedConstruction (BID ID -3454975)
Auto Traders (BID ID -3456780)
ram prashad chotelal batham (BID ID -3454869)
M/S GARG CONSTRUCTION (BID ID -3453443)
M/S Ashish Construction (BID ID -3453860)
M/S BABULAL SURAJMAL (BID ID -3457158)
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