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| Tender ID | 4025340 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Certain Internal Roads Of Certain Unit At Army Area Jodhpur Under Ge (army) No.01 |
| Last Date For Submission | 15th May, 2026 |
| Opening Date | 18 May, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 87000.00 |
| Estimated Cost | 4350000.00 |
| City | Jodhpur |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area exc 400 sqm each and not exc 50 mm deep incl removing the unserviceable materials / debris outside the premises of MOD Land and disposal of the same complete all as specified and directed by Engr-in-charges. | 70.00 | Per 10 Sqm |
| 2 | M&L for Preparation of existing bituminous road surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) on bituminious surface conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanica sprayer after cleaning of existing surface complete all as specified and directed by Engr-in-charges. | 545.58 | Per 10 Sqm |
| 3 | M&L for bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.50% binder content by weight of total mix using paving bitumen VG-40 grade, mixed in computerized hot mix plant, laying with mechanical paver, rolled and compacted to required camber or gradient using 8 to 12 ton power roller complete all as specified and directed by Engr-in-charges. Note:- (i) The mix design shall be got done from approved lab and got approved from GE before commencement of work. (ii) In the event of variation in the mix design in the percentage of binder content on minus side, the difference in quantity of binder content will be adjusted through supply only rate of Rs 53/- per kg for paving bitumen VG-40. However no plus adjustment shall be applicable if excess quantity of binder is used/approved in the execution of work under in this item | 545.58 | Per 10 Sqm |
| 4 | M&L for Laying and compacting 150 mm thick (compacted thickness) ( compacted thickness laid in two layers of 75 mm each)Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 8-12 Tonne static weight and consolidating to required gradien and camber The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013. complete all as specified and directed by Engr-in-charges. | 70.00 | Per 10 Sqm |
| 5 | M&L for Preparing unsurfaced WMM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate o application of 0. 7-1 kg/sqm on surface o WMMIVVBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engr-in-charges. | 70.00 | Per 10 Sqm |
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