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NTID 43950149
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💬 Talk to Our Bidding ExpertCorrigendum Special Repair T in Rajouri - Complete Tender Details
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Military Engineer Services
Rajouri, Jammu and Kashmir, India
NTID 43950149
- Opening Date : Mon 16th March, 2026
- Closing Date : Mon 9th March, 2026
- ₹ 1712000.00
- NTID 43950149
Key Values: Document Cost: 500.00 | EMD: 34240.00 | Estimated Cost: 1712000.00
Tender Description
Corrigendum : Special Repair To Road Stretch From Cement Store To Clothing Store (approx 200 Mtr) At Rajouri Under Ge 862 Ews
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
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
34240.00 -
Document Cost
500.00 -
Estimated Cost
1712000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum |
| 2 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum |
BOQ Items Total Items : 21 | Total Qty : 1120.49
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Scarifying or picking up gravelled macadam or bituminous macadam surfaces area exc. 400 Sqm and depth exc. 50mm but not exc. 100mm deep, complete all as specified & directed. | 59.00 | 10 Sqm |
| 2 | Rolling and consolidating formation surfaces in cutting and scarifying part with 08 to 12 tonne power roller complete to required level, gradient, slop, camber, super elevation including filling depression and including approved earth which may occur during rolling process all as specified and directed. | 59.00 | 10 Sqm |
| 3 | 75 mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required using Granite, trap or basalt and rolled with 10 to 12 tonnes power roller, each layer will be consolidated separately and to required gradient and camber, complete all as specified. | 59.00 | 10 Sqm |
| 4 | Preparing water bound macadom surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc., applying evenly a priming/ tack coat with bituminous primer using paving bitumen at 10 kg per 10 sq metre of road surface laying Bituminous premix semi-dense asphaltic concrete 40 mm consolidated thickness using paving bitumen VG-30 wiith 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete and rolled with 8 to 10 tonne power roller complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 5.5% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 5.5% no prices adjustment shall be made for the same. (II) Job mix formula for Semi Dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. (iii) The Contractor shall submit certificate issued to Hot mix plant that plant is SDAC compliant before incorporating workat site. The Hot Mix plant visit has to be organized by Contractor for approval of GE. (iv) The plant shall be automatic type which must have facility to print the details of composition of material incorporated with all batches of SDAC. | 59.00 | 10 Sqm |
| 5 | Providing premix bituminous macadam with 4% bitumen binder by weight of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) (paving bitumen VG-30) by weight of total mix spread, rolled and consolidated with 8 to 12 tonne power roller to required gradient and camber complete all as specified and directed. Note:- (I) In case the binder contents by weight of total mix is less than 4% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. if the total binder contents as per design mix is more than 4% no prices adjustment shall be made for the same. (II) Job mix formula for bituminous macadam shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. (iii) The Contractor shall submit certificate issued to Hot mix plant that plant is SDAC compliant before incorporating workat site. The Hot Mix plant visit has to be organized by Contractor for approval of GE. (iv) The plant shall be automatic type which must have facility to print the details of composition of material incorporated with all batches of SDAC. | 23.60 | Cum |
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