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NTID 45478845
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💬 Talk to Our Bidding ExpertSpecial Repair To Road And Roa in MHOW - Complete Tender Details
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Military Engineer Services
MHOW, Madhya Pradesh, India
NTID 45478845
- Opening Date : Thu 2nd July, 2026
- Closing Date : Tue 30th June, 2026
- ₹ 4126000.00
- NTID 45478845
Key Values: Document Cost: 500.00 | EMD: 83000.00 | Estimated Cost: 4126000.00
Tender Description
Special Repair To Road And Road Furniture At Solar Power Plant And Rani Laxmibai Road Upto Building No Sm 259 Under Ge Mcte Mhow
Documents
Get Complete Tender Details Now - Download the Document!
Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
83000.00 -
Document Cost
500.00 -
Estimated Cost
4126000.00
BOQ Items Total Items : 11 | Total Qty : 1421
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | M&L for preparation of surfaces of existing black top surface or bituminous macadam surfaces 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 on black top/concrete surfaces and applying evenly a tack coat with bitumenous primer using paving bitumen VG-30 at the rate of 05 kg / 10 sqm by mechanical sprayer and M&L of 40 mm thick (consolidated Thickness) 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,rolled and compacted, mixed in mechanical hot mix plant and pre-mix material laid with mechanical paver incl premixed sand seal coat with 0.06 cu.m of sand mixed with 6.8 kg of bitumen and 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 complete all as specified and directed. | 820.00 | Per Ten Sqm |
| 2 | Note1 : (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. | ||
| 3 | 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. | 30.00 | Cum |
| 4 | 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 . | ||
| 5 | 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 150mmx80mm of 3M type-XI including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed. Make: 3M/Dark Eye | 20.00 | Each Job |
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