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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 LAccepted-AOC | L1 | Accepted-AOC 1st Lowest and reasonable | |
| 2 | L2₹22.8 L+₹57,571 (2.59%)Rejected-Finance 1006 MANAK CHOUK MHOW DIST INDORE MADHYA PRADESH453441 | INDORE | INDORE | MADHYA PRADESH | 453441 | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹24.1 L+₹1.9 L (8.51%)Rejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L3 | Rejected-Finance 3rd Lowest | |
| 4 | Rejected-Technical 17 1 OLD PALASIYA INDORE MP 452001 | INDORE | MADHYA PRADESH | 452001 | - | Rejected-Technical Rejected due to No adverse remarks of WLR QE June 2025 by HQ CECC |
| Sl No | Description | Qty | Unit | Bharadwaj Builders L1 | Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd. L2 | M/s ESS KAY Construction L3 |
|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking graveled macadam or bituminous macadam surfaces in area n.exc. 400 sqm & depth exc 50mm but n. exc. 100mm deep and removal of retrieved material from site to a distance exc 50M complete all as specified and directed. | 142 | Per Ten Sqm | 60 ₹8,520 Lowest | 200 ₹28,400 | 90 ₹12,780 |
| 2.00 | M&L for 75mm thick (compacted thickness) water bound macadam (WBM), with Granite, trap or basalt of grading 2 (63 to 40mm size) or of grading 3 (50mm to 20mm size), spread, rolled and consolidated with 8-10 tonne power roller to required gradient and camber complete all as specified and directed. | 46 | Per Ten Sqm | 1,400 ₹64,400 | 1,100 ₹50,600 | 900 ₹41,400 Lowest |
| 3.00 | M&L for preparation of un-surfaced WBM surface 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 priming / tack coat with bituminous primer (paving bitumen) grade VG 30 @ 10 Kg per 10 Sqm complete all as specified and directed. | 46 | Per Ten Sqm | 350 ₹16,100 | 225 ₹10,350 Lowest | 360 ₹16,560 |
| 4.00 | M&L for 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. | 46 | Per Ten Sqm | 3,300 ₹1,51,800 | 2,999 ₹1,37,954 Lowest | 3,600 ₹1,65,600 |
| 4.01Note1 : (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. | ||||||
| 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 Applying Bituminious premixed hot mix Asphaltic Semi- Dence Concrete using 5.5 % binder content (VG-30 Grade paving bitumen with minimum Marshall 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. | 265 | Per Ten Sqm | 2,750 ₹7,28,750 Lowest | 2,751 ₹7,29,015 | 3,006 ₹7,96,590 |
| 5.01Note1 : (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 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. | ||||||
| 6.00 | 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. | 106.5 | Cum | 4,200 ₹4,47,300 Lowest | 4,200 ₹4,47,300 Lowest | 4,500 ₹4,79,250 |
| 6.01Notes:- (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 ,, Marshall stability test 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 . 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 water browser shall be available at site . | ||||||
| 7.00 | Material and labour for applying only evenly a priming/tack coat with bituminous primer using paving bitumen Vg-30 @5 kg/10Sqm Applying Bituminious premixed hot mix Asphaltic Semi- Dence Concrete using 5.5 % binder content (VG-30 Grade paving bitumen with minimum Marshall 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. | 142 | Per Ten Sqm | 2,750 ₹3,90,500 | 2,721 ₹3,86,382 Lowest | 3,006 ₹4,26,852 |
Tender Value
₹30.7 L
EMD Value
₹61,500
Closing Date
30 Sept 2025, 6:00 pmClosed
CWE MHOW
HQ CWE MHOW, MHOW CANTT, MHOW, (M.P)-453441
SPECIAL REPAIR GAUSHALA ROAD ADJACENT TO BOUNDARY WALL OF 5 JAK RIF UNDER GE MIS MHOW
2025_MES_726387_1
CWE/MHOW/29(T) OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
HQ CWE MHOW
Please refer tender docs
8 documents required · 8 mandatory
₹500
GE (M) Inf School Mhow
₹61,500
7 Nov 2025
18 Aug 2025
2 Oct 2025
18 Aug 2025
30 Sept 2025
16 Sept 2025
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