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| Tender ID | 3508230 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Road And Road Furniture Form Gate No-1 To Eklavya Chowk At Nabagram Military Station |
| Last Date For Submission | 2nd Apr, 2026 |
| Opening Date | 11 Apr, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 19500.00 |
| Estimated Cost | 972000.00 |
| City | PANAGARH |
|---|---|
| State | West Bengal |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area n. exc 400 sqm and depth exc 50 mm but not exceeding 100 mm deep by any means refer SSR Preambles of SSR IC-20043 (Scarifying include over and grading the broken up surface to the proper camber etc. as required), complete all as specified and directed. | 15.00 | 10 Sqm |
| 2 | M&L 7.5cm thick (compacted thickness) WBM(Water Bound Macadam), with coarse aggregates of Limestone, sand stone, Flint or Quartzite of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled with 8 to 12 tonne capacity road roller and consolidated to gradient and camber required as per IRC: 19-1977 complete all as specified and directed. | 5.00 | 10 Sqm |
| 3 | Preparing black top surfaces by brushing with wire brushes for removing caked mud, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dust or dirt etc. & M&L applying evenly a prime coat of Cationic Bitumen emulsion RS-1 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 MoRTH specification for Road and Bridge Works 2013, using mechanical sprayer after cleaning of existing surface, complete all as specified and directed. | 120.00 | 10 Sqm |
| 4 | Preparation of unsurfaced Water Bound Macadam (WBM)/ Wet Mix Macadam (WMM) surfaces by brushing with wire brushes for removing caked mud, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dust or dirt etc. & M&L applying evenly a prime coat of Cationic Bitumen emulsion SS-1 conforming to IS : 8887 at a rate of application of 0.7 - 1.0 kg/sqm on surface of WMM/WBM as specified in Table 500-3 of MoRTH specification for Road and Bridge Works 2013, using mechanical sprayer after cleaning of existing surface, complete all as specified and directed. | 5.00 | 10 Sqm |
| 5 | M&L premixed bituminous macadam over primed surface of road using paving bitumen VG-30 & temperature as per table 500-1 & 500-2 of MoRTH & as per IS : 73, laid/rolled by 8 to 10 tonne capacity roller and compacted to required gradient and camber (consolidated thickness 75 mm or less) including preparation of area before laying of Macadam with mechanical paver, binder contents of premixed macadam shall be 4% by weight of total mix (Design Mix), complete all as specified and directed. [Note : (i) Work shall be executed after approval of design mix of bituminous macadam by GE/AGE (I). (ii) Calibration of Hot Mix Plant shall be submitted to Engr-in-Charge for approval. (iii) Payment shall be made to Contractor after submission of approved design mix, bitumen extraction report, Road Roller register & calibration report. (iv) Exact qty of binder to be used shall be ascertained by Design Mix. (v) Minimum 4% binder shall be used. However, in case more than 4% of binder content is required as per design mix, the same shall be provided by the contractor at no extra cost to dept (vi) Course aggregate's physical property as per MoRTH table 500-6 & mixing of all aggregates as per table 500-7 of MoRTH. (vii) Unit rate quoted by bidder shall inclusive testing charges as above & as per MoRTH & no extra claim against testing charges shall be entertained later on.] | 5.00 | Cum |
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