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Tender Value
₹81.5 L
EMD Value
₹1.5 L
Closing Date
18 Jul 2026, 6:00 pm
Similar tender results from the same govt authority in the past 3 years.
CWE Shillong
HQ CWE Shillong
REPAIR/ MAINTENANCE TO CERTAIN ROADS AT ZONE- III AND IV OF UMROI UNDER GE UMROI
2026_MES_773655_1
8036/UMR/E8
Open Tender
Civil Works - Roads
180 days
Umroi
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE Umroi
₹1.5 L
Yes
20 Jun 2026
20 Jun 2026
20 Jul 2026
20 Jun 2026
18 Jul 2026
11 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm, depth of pot hole exceeding 50 mm but not exceeding 100 mm including rolling over the broken surfaces using 8 to 10 tonnes power roller to required camber and gradient complete all as specified and as directed. | 5 | 10 SQM | - | - | 20043B |
| 2 | M & L except materials for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of lime stone, sand stone, flint or quartzite of grading 2 (63 to 45 mm size) or of grading 3 (53 to 22.4 mm size), spread, rolled and compacted to required gradient and camber with three wheel-power roller of 80 to 100 kN capacity or an equivalent vibratory roller complete all as specified and as directed. | 1.25 | 10 SQM | - | - | 20011B |
| 3 | M & L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of lime stone, sand stone, flint or quartzite of grading 2 (63 to 45 mm size) or of grading 3 (53 to 22.4 mm size), spread, rolled and compacted to required gradient and camber with three wheel-power roller of 80 to 100 kN capacity or an equivalent vibratory roller complete all as specified and as directed. | 3.75 | 10 SQM | - | - | 20010B |
| 4 | Repair to potholes any depth, not exceeding 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 at the rate of 5 kg per 10 Sqm, putting in bituminous macadam well rammed (including supply of bituminious carpet, binder and chhipping) and sealed with bitumen 9.8 kg per 10 sqm blinded with 0.09 cum stone chippings, 6.3 mm size depth of pot holes exc 30mm and rolled and compacted with power roller 8 to 12 tonnes to required camber and gradient complete all as specified and as directed. | 2 | 10 SQM | - | - | 20047A |
| 5 | Material and labour for preparing of un-surfaced WBM/ WMM by brushing with wire brushes for removing caked mud etc sweeping with brooms and cleaning complete surfaces by applying mechnical air blower upto entire satisfaction of Engineer-in-charge and applying a prime coat of Catonic bitumen emulsion RS1 conforming to IS 8887 at a rate of application of 0.7-1 kg/Sqm on surface of WBM as specified in table 500-3 of MoRTH specification for Road and bridge work 2013 using mechanical sprayer complete all as specified and directed. | 5 | 10 SQM | - | - | 20016N |
| 6 | Material and labour for preparation of existing black top surfaces by brushing with wire brushes for removing caked mud, grass roots etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags or compressed air to remove all loose, dirt, etc. and applying a prime / tack coat of Catonic bitumen emulsion RS1 conforming to IS 8887 at a rate of application of 0.20-0.30 kg/Sqm on new or old top surfaces as specified in table 500-3 of MoRTH specification for Road and bridge work 2013 using mechanical sprayer complete all as specified and directed.
" | 1,150 | 10 SQM | - | - | 20016O |
| 7 | Material and labour for bituminous premixed semi-dense asphaltic concrete, 40mm consolidated thickness using 5.5% paving bitumen (VG 30 Grade) binder content any penetration by weight of total mix, mixed in central computerized hot mix plant and laid using mechanical self propelled paver and rolled and compacted with 8 to 12 tonne power roller to uniform surfaces with required camber and gradient complete all as specified and as directed.
Note:- Semi dense asphaltic bituminous concrete shall be designed as per design mix. Contractor shall quote his unit rate considering the bitumen contents as 5.5 %. Any variation in binder content on minus side shall be adjusted at the rate of ₹95.00 per KG of binder. No adjustment in price shall be made if the variation is on plus side. | 1,155 | 10 SQM | - | - | 20071G |
| 8 | Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre lines stop line dashe arrow etc and the like not exceeding 10cm wide on road pavement with hot applied thermo plastic road marking paint with reflectorizing glass beads on bituminious surface @ 250gms/ sqm area as per IRC: 35- 1997 of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 250.7 | SQM | - | - | 17051D |
| 9 | Supply and fixing in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd, 3 pieces each side and total 6 pieces are used for high brightness and backup for 12 hours completed as per manufactures instructions etc complete all as specified and as directed. | 242 | EACH | - | - | 20102L |
| 10 | S&F in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed. | 285 | EACH | - | - | 20102I |
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