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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.3 LAccepted-AOC 1006 MANAK CHOUK MHOW DIST INDORE MADHYA PRADESH453441 | INDORE | INDORE | MADHYA PRADESH | 453441 | L1 | Accepted-AOC 1st Lowest and reasonable | |
| 2 | L2₹51.2 L+₹5.6 L (12.3%)Rejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L2 | Rejected-Finance 2nd Lowest |
| Sl No | Description | Qty | Unit | Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd. L1 | M/s ESS KAY Construction L2 |
|---|---|---|---|---|---|
| 1.00 | M&L for Repair to pot holes any 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 25mm in depth, and making good by applying tack coat @ 5 Kgs per 10 Sqm and laying premixed bituminious macadam well rammed and sealed with paving bitumen 60/70 or VG-30 grade@ 9.8 Kgs per 10 Sqm, blinded with 0.09 Cum of stone chipping of size 6.3mm and again well rolled with 8 to 10 tonne power roller (Iincluding supply of pre-mixed macadam, binder and chipping) depth of pot holes exc 30mm complete all as specified and directed. | 2 | Per Ten Sqm | 2,000 ₹4,000 | 1,800 ₹3,600 Lowest |
| 2.00 | M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm & depth exc 50 mm & n exc 100 mm complete all as specified and directed. | 8 | Per Ten Sqm | 100 ₹800 | 90 ₹720 Lowest |
| 3.00 | M&L for 75 mm thick water bound macadam (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. | 6 | Per Ten Sqm | 1,000 ₹6,000 | 720 ₹4,320 Lowest |
| 4.00 | M&L for 150 mm thick water bound macadam in two layers of 75 mm each (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. | 2 | Per Ten Sqm | 1,500 ₹3,000 Lowest | 2,250 ₹4,500 |
| 5.00 | M&L for preparing un-surfaced water bound macadam 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 and applying evenly a tack coat with bituminous primer (paving bitumen) grade VG 30 @ 10 Kg per 10 Sqm and applying bitumenous premix Semi-Dense Asphaltic Concrete 40 mm thick consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen of grade 30 (VG 30) ,rolled and compacted, mixed in mechnical hot mixed plant and premixed material laid with mechanical paver, finished including rolling with 8 to 10 tonne power road roller and minimum 5Km/hour to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed. | 8 | Per Ten Sqm | 2,751 ₹22,008 Lowest | 3,006 ₹24,048 |
| 6.00Note 1 : (a) Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note 2: - (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 computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account. (v) Minimum bitumen content as mentioned in above item, if there is any variation in the actual binder content used, the rate shall be adjusted @ Rs. 50 /- per Kg of binder used. However no price adjustment shall be made if the binder content works out to more than 5.5% as specified in BOQ. (vi) Prior to the execution of work started the Design mix of bituminous permix semi dense asphaltic concrete should be provide by the contractor from any Governement Engineering College or approved NABL lab and job mix should be approved by GE. (vii) Filler material for semi dense asphaltic concrete shall be cement only. (viii) The cost of Job mix & Lab/Feild Testing asper SSR/IS/MORTH as required shall be borne by the contractor. (ix) The hot mix plant should be approved from GE. | |||||
| 7.00 | 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 applying 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 minimum 5Km/hour to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed. | 920 | Per Ten Sqm | 2,699 ₹24,83,080 Lowest | 3,006 ₹27,65,520 |
| 7.01Note1 : (a) Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note2: - (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 computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account. (v) Minimum bitumen content as mentioned in above item, if there is any variation in the actual binder content used, the rate shall be adjusted @ Rs. 50 /- per Kg of binder used. However no price adjustment shall be made if the binder content works out to more than 5.5% as specified in BOQ. (vi) Prior to the execution of work started the Design mix of bituminous permix semi dense asphaltic concrete should be provide by the contractor from any Governement Engineering College or approved NABL lab and job mix should be approved by GE. (vii) Filler material for semi dense asphaltic concrete shall be cement only. (viii) The cost of Job mix & Lab/Feild Testing asper SSR/IS/MORTH as required shall be borne by the contractor. (ix) The hot mix plant should be approved from GE. | |||||
| 8.00 | Supply and fixing in repairs metal tubular 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 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 directed.(Make:3M/ Mr. lllumination/Dark Eye) | 200 | Each | 800 ₹1,60,000 Lowest | 900 ₹1,80,000 |
| 9.00 | M & L for premix bituminous macadam (consolidated thickness not more than 75 mm) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber complete all as specified and directed. | 81 | Cum | 4,000 ₹3,24,000 Lowest | 4,500 ₹3,64,500 |
Tender Value
₹70 L
EMD Value
₹1.3 L
Closing Date
15 Sept 2025, 6:00 pmClosed
CWE MHOW
HQ CWE MHOW, MHOW CANTT, MHOW (M.P)-453441
REPAIR RESURFACING TO VARIOUS BITUMEN ROADS CONCRETE ROADS FOOTPATHS CULVERTS AT VARIOUS LOCATION UNDER THE AOR OF AGE B R OF GE AWC MHOW
2025_MES_725607_1
CWE/MHOW/31(T) OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
HQ CWE MHOW
Please refer tender docs
8 documents required · 8 mandatory
₹1,000
GE (AWC) MHOW
₹1.3 L
4 Dec 2025
11 Aug 2025
17 Sept 2025
11 Aug 2025
15 Sept 2025
26 Aug 2025
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