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| Tender ID | 4201888 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repair And Resurfacing Of Certain Roads, Road Furniture In Tech And Domestic Area Of Mothala Under Ge (af) Naliya |
| Last Date For Submission | 5th Jun, 2026 |
| Opening Date | 08 Jun, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 50000.00 |
| Estimated Cost | 2500000.00 |
| City | Naliya |
|---|---|
| State | Gujarat |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | M & L for repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 kg per 10 sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, binded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30mm. | 1.50 | 10 Sqm |
| 2 | M & L for preparing of WMM/WBM surface by brushing with wire brushes for removing caked mud, etc. sweeping with brooms & finally cleaning with air compressor to remove all loose dirt & applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS : 8887 at a rate of application of 0.7 - 1 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 complete all as specified and directed. Make: OOMS POLYMER BITUMEN PVT LTD/ SHELL SPRAMUL - SS1/ HINCOL BITUMEN EMULSION/ other make as specified here-in-after. | 10.00 | 10 Sqm |
| 3 | M & L for premix bituminous macadam laid/rolled with 9 to 12 power roller of paving bitumen any penetration and compacted to a required gradient and camber (consolidated thickness 75 mm or less) using binder content 4 % min (Bitumen Grade VG-30) by weight of total mix, complete all as specified and directed by Engr-in-Charge. Note:- No price adjustment shall be applicable if excess quantity of binder content (paving bitument VG-30) is used/approved in the execution of work under this item. | 7.50 | Cubic Metre |
| 4 | M & L for preparing of black top surface by brushing with wire brushes, sweeping wit brooms & finally cleaning with air compressor to remove all loose dirt & applying a tack coat of Cationic bitumen emulsion (RS-1) conforming to IS : 8887 at a rate of application of 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 as specified and directed. Make: OOMS POLYMER BITUMEN PVT LTD/ SHELL SPRAMUL - SS1/ HINCOL BITUMEN EMULSION/ other make as specified here-in-after. | 350.00 | 10 Sqm |
| 5 | M & L for Premix Bituminous concrete 30mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2 with mixing of aggregates and VG-30 bitumen by using electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from Hot mix plant to work site by tippers and laying with Mannual mechanical paver finisher and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 507 MoRTH (5th Rev) specification and as specified and directed. Notes:- (i) The contractor shall quote the rate against item considering minimum 5.5% VG-30 bitumen content. Job Mix Formula as per Clause No. 505.3.3 of MoRTH (5th Rev) for BC shall be worked out from Govt approved lab / Govt Engineering Collage / CTL/ NABL acredited Lab for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the accepting officer for approval. Any variation in binder content on minus side shall be adjusted @ Rs 50/- per kg of binder and no adjustment shall be made on plus side. (ii) Cost of filler i.e. cement is deemed to be included in quoted unit rate. (iii) After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed by tandem road roller of 8-12 tonne static weight as per Clause Nos. 507.4.8 and cost of the same is deemed to be included in quoted unit rate. (iv) Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by GE at plant site before incorporation of the same in the work. | 350.00 | 10 Sqm |
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