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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC BANPUR BATWARA SRINAGAR 190004 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | L1 | Accepted-AOC Awarded | |
| 2 | L2₹17.9 L+₹1.7 L (10.3%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹18.5 L+₹2.2 L (13.8%)Rejected-Finance RAILWAY COLONY NOWGAM SRINAGAR JAMMU AND KASHMIR 190015 | BUDGAM | JAMMU AND KASHMIR | 190015 | L3 | Rejected-Finance Rejected | |
| 4 | L4₹19.9 L+₹3.6 L (22.1%)Rejected-Finance | L4 | Rejected-Finance Rejected |
Tender Value
₹18.7 L
EMD Value
₹37,370
Closing Date
29 Feb 2024, 6:00 pmClosed
CWE, HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS
SPECIAL REPAIR TO INTERNAL ROAD OF 22 MED REGT AT KHANPURA AND BARAMULLA UNDER GE 969 EWS
2024_MES_640104_1
CWEK-69/2023-24
Open Tender
Civil Works - Roads
Item Rate
180 days
GE 969 EWS
Class E Category a v
6 documents required · 6 mandatory
₹500
GE 969 EWS
₹37,370
HQ 133 WORKS ENGRS
24 Apr 2024
1 Feb 2024
8 Mar 2024
1 Feb 2024
29 Feb 2024
16 Feb 2024
1 Feb 2024 - 9 Feb 2024
10 Feb 2024
Amount
Material and labour for repair to pot holes of any depth not exceeding 1.00 Sqm each including sweeping free from dust and mud or water scoring sunken surfaces in roads/path etc cutting around edges to at least 25mm and more as per site requirement in depth and making good by applying tack coat with bitumen of grade VG-10 @ of 5 Kg/10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, binded with 0.06 cum of stone chipping 6.3mm size and again well rammed (including supply of premixed macadam binder and chipping) depth of pot holes exceeding 30mm rolled with power roller 10 to 12 Tonne capacity, complete all as specified and as directed by Engineer -in-Charge.
Material and labour for preparation of existing black top surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc, complete all as specified and as directed by Engineer -in-Charge.
Material and labour for laying bituminous premix semi dense asphaltic concrete 30mm (consolidated thickness) using with 5.5% of binder (grade VG-30) content by weight of total mix, rolled and compacted to required camber and gradient using mechanical paver and rolled with 8 to 12 tonne capacity power road roller rolled to uniform smooth surface including applying evently a bituminous tack coat of GRADE VG-10 @ of 5 KG per 10 SQM of raod surface, complete all as specified and as directed. Note- (i) Bituminous premix semi dense asphaltic concrete shall prepared in central computerised hot mix plant. complete all as specified and as directed by the Engineer-in-Charge. (ii) The mix design shall be got done from approved lab and got approved from GE before commencement of work. (iii) In the devent of variaqtion in the 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 36.00/Kg of grade VG 30 bitumen. However no adjustment shall be applicable if excess quantity of binder content is used/approved in the execution of work.
Material and labour for applying evently a bituminous tack coat of GRADE VG-10 @ of 5 KG per 10 SQM of raod surface complete all as specified and as directed by Engineer -in-Charge.
Material and Labour for premixed bituminous macadam (consolidated thickness 75mm or less ) laid / rolled and compacted to required gradient and camber required by using mechanical paver and power roller 8 to 12 Tonne capacity , using binder content of 4% by weight of total mix using paving bitumen of grade VG-30, complete all as specified and as directed. Note- (i) Bituminous mecadam concrete shall prepared in central computerised hot mix plant. complete all as specified and as directed by the Engineer-in-Charge. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory and got approved by GE before commencement of work ,complete all as specified and as directed by Engineer -in-Charge.
M&L for preparing bituminous furfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc and the like n.exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed by Engr-in-Charge.
Supply and fixing cat eye solar reflective type of metal body allow of size 100 mm x 100mm x 20 mm with PAMA stiplens 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 by Engr-in-Charge.
Supply and fix solar cat eye aluminum allow shall (100% water proofing design coording to 65) of size 125mmx 125mmx 25mm (shank 65 mm) of high efficiency mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable bettery (1.2V/1600MA) consisting of super bright LED with 10,000.00 to 18,000.00 mcd coomplete as per manufactures instructions etc complete all as specified and directed by Engr-in-Charge.
M/S GHULAM MOHIUDDIN RATHER
AHMED CONSTRUCTIONS AND INFRA PVT LTD
SHALIMAR BUILDERS
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