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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 LAccepted-AOC 1006 MANAK CHOUK MHOW DIST INDORE MADHYA PRADESH453441 | INDORE | INDORE | MADHYA PRADESH | 453441 | L1 | Accepted-AOC 1st Lowest and reasonable | |
| 2 | L2₹17.3 L+₹1,925.80 (0.11%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest | |
| 3 | 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 L2 | Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd. L1 |
|---|---|---|---|---|---|
| 1.00 | Scarifying or picking graveled macadam or bituminous macadam surfaces in area exc. 400 sqm , n. exc. 50mm deep complete all as specified and directed. | 50 | Per Ten Sqm | 50 ₹2,500 Lowest | 50 ₹2,500 Lowest |
| 2.00 | Material and labour for (Bituminious Mecadam) 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. | 77.8 | Cum | 3,850 ₹2,99,530 Lowest | 4,000 ₹3,11,200 |
| 2.01Notes:- (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 . | |||||
| 3.00 | 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 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. | 222.8 | Per Ten Sqm | 2,730 ₹6,08,244 | 2,699 ₹6,01,337.2 Lowest |
| 3.01Note1 : (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. | |||||
| 4.00 | Material and labour for Repair to pot holes 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 30 mm in depth, but making good by filling in screened and graded road metal, watering and well rammed (including supply of road metal) and making good by applying tack coat @ 10kg/10Sqm of Vg-30 grade paving bituminous binder complete all as Specified and directed | 2 | Per Ten Sqm | 2,000 ₹4,000 Lowest | 2,000 ₹4,000 Lowest |
| 5.00 | Demolition of cement concrete of any description and in any position including removing the demolished materials from 500 M complete all as specified and directed. | 39.6 | Cum | 80 ₹3,168 Lowest | 100 ₹3,960 |
| 6.00 | M & L PCC 1:4:8 type D2 using 40mm graded aggregate as foundations , filling & mass concrete complete all as specified and directed. | 39.6 | Cum | 2,150 ₹85,140 Lowest | 2,800 ₹1,10,880 |
| 7.00 | M&L 80 mm thick Machine Pressed Precast interlocking Paver block (glossy finished) any shape and size as approved by GE conforming to IS 15656 2006, M-40 grade with grey cement and pigment dry & joints filled with fine sand complete all as specified and directed. | 396 | Sqm | 840 ₹3,32,640 | 751 ₹2,97,396 Lowest |
| 8.00 | M&L sand filling under floors or in foundations including watering and consolidation spreading and levelling in layers n exc. 25mm thick. complete all as specified and directed | 9.9 | Cum | 950 ₹9,405 | 800 ₹7,920 Lowest |
Tender Value
₹23.9 L
EMD Value
₹48,000
Closing Date
18 Sept 2025, 6:00 pmClosed
CWE MHOW
HQ CWE MHOW, MHOW CANTT, MHOW, (M.P)-453441
RESURFACING OF ROAD AT DEMO BTY UNDER GE AWC MHOW
2025_MES_726379_1
CWE/MHOW/28(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 (AWC) MHOW
₹48,000
7 Nov 2025
18 Aug 2025
20 Sept 2025
18 Aug 2025
18 Sept 2025
4 Sept 2025
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