Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.8 LAccepted-AOC 1006 MANAK CHOUK MHOW DIST INDORE MADHYA PRADESH453441 | INDORE | INDORE | MADHYA PRADESH | 453441 | L1 | Accepted-AOC 1st Lowest and reasonable | |
| 2 | L2₹34.5 L+₹53,040 (1.56%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹43.1 L+₹9.1 L (26.9%)Rejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L3 | Rejected-Finance 3rd Lowest |
| Sl No | Description | Qty | Unit | Bharadwaj Builders L2 | Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd. L1 | M/s ESS KAY Construction L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for preparation of 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 M&L for applying evenly a tack coat with bitumenous primer using paving bitumen at the rate of 5 kg / 10 sqm and applying premixed hot mix Asphaltic Semi Dence Concrete using 5.5% binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 40 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed. | 805 | Per Ten Sqm | 3,170 ₹25,51,850 Lowest | 3,211 ₹25,84,855 | 4,005 ₹32,24,025 |
| 1.01Note1 : (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. | ||||||
| 2.00 | 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.
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 ,, 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 . | 30 | Cum | 3,700 ₹1,11,000 Lowest | 4,000 ₹1,20,000 | 5,400 ₹1,62,000 |
| 3.00 | S&F in repair MS rectangular delineator black colour with mild steel tube of 1000 mm height, 100mm width, 30mm thick & 2-2.5 kg approx weight, duly powder coated and 3x white retro reflector of size 150mm x 80mm of 3M type-XI including embedding in PCC 1:2:4 (150mm x 150 x 300mm) type B1 complete all asspecified and directed. | 100 | Each Job | 1,300 ₹1,30,000 | 711 ₹71,100 Lowest | 1,080 ₹1,08,000 |
| 4.00 | S&F in repair 500mm to 1000mm dia Convex mirror for visibility and fixed with 50 dia SS pipe medium grade ISI mark (Height of pipe not less than 1.20m from ground leve) & embeded in post holes size (200mm x 200mm x 400mm) in PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) & including earth work & excavation returning filling complete all as specified and directed. | 8 | Each Job | 3,150 ₹25,200 | 3,000 ₹24,000 Lowest | 5,004 ₹40,032 |
| 5.00 | Supply and fixing in repair Cat Eye as (Road Stud) of 120mm x 90mm size made of poly-carbonate moulded body with electronically welded prismatic retro range on both sides for maximum retro reflection in wet and dry condition to be fixed with bituminous ashesive BT-69 any disctiption complete including removal of old cat eye all as specified and directed. (Make - Dark Eye or equivalent of 3M/Alcolite/solar/SUNEYES) | 330 | Each | 160 ₹52,800 | 150 ₹49,500 Lowest | 270 ₹89,100 |
| 6.00 | Supply and fix in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) 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 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed.(Make:3M/ Mr. lllumination/Dark Eye aktion Mode No.DA972.0) | 90 | Each | 1,400 ₹1,26,000 Lowest | 1,450 ₹1,30,500 | 1,620 ₹1,45,800 |
| 7.00 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction inccluding cleaning of surface by removing all dust, dirt, oil grease etc complete all as specified and directed. | 450 | Sqm | 380 ₹1,71,000 Lowest | 400 ₹1,80,000 | 450 ₹2,02,500 |
| 8.00 | S & F in repair Retro reflective sign board out of ACP sheets of 4MM thick back ground should be in white or any colour and writing materials should be in white or any colours as approved including letter of any size , colour and numbers as approved including welding or reveting with frame etc complete all as specified and directed. | 20 | Sqm | 4,800 ₹96,000 | 4,300 ₹86,000 Lowest | 7,200 ₹1,44,000 |
| 9.00 | S&F of stainless steel hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts, complete, including fixing the post with necessary accessories & stainless steel dash fasteners, stainless steel bolts, any ornamental pieces etc., of required size, on the top of floor or the side of waist slab with suitable arrangement incl dismantling of old MS board. (Note: 1. Excavation removal of surplus soil and size of pcc pit is 200mm x 200mm x 200mm filled with PCC 1:2:4 type B-1 rate quoted shall be included above). | 355 | Kg | 520 ₹1,84,600 | 421 ₹1,49,455 Lowest | 540 ₹1,91,700 |
Tender Value
₹43.7 L
EMD Value
₹87,500
Closing Date
17 Sept 2025, 6:00 pmClosed
CWE MHOW
HQ CWE MHOW, MHOW CANTT, MHOW (M.P)-453441
Spl Repairs to Road AND Road furniture at Joginder Singh Line and Elephant Road Chusul Path and Other Locs under GE MCTE Mhow
2025_MES_726130_1
CWE/MHOW/24(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 MCTE MHOW
₹87,500
7 Nov 2025
14 Aug 2025
20 Sept 2025
14 Aug 2025
17 Sept 2025
30 Aug 2025
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .