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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.4 LAccepted-AOC R O ABI GUZAR THE BUND SRINAGAR 190001 J K | SRINAGAR | JAMMU AND KASHMIR | 190001 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹31.5 L+₹3.1 L (10.9%)Rejected-Finance | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹31.8 L+₹3.4 L (11.9%)Rejected-Finance | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹32.0 L+₹3.6 L (12.7%)Rejected-Finance | L4 | Rejected-Finance Not being L1 |
Tender Value
Refer Docs
EMD Value
₹59,000
Closing Date
26 Jun 2021, 6:00 pmClosed
CWE, HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS PIN-914133 C/O 56 APO
SPL REPAIR TO BLACKTOP HARD STANDING AT CVY GRND AT MIL STN BARAMULLA UNDER GE 969 EWS
2021_MES_446243_1
CWEK-27/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
GE 969 EWS
Class D Category a i or a v
7 documents required · 7 mandatory
₹500
GE 969 EWS
₹59,000
Yes
HQ 133 WORKS ENGRS
5 Sept 2021
27 May 2021
28 Jun 2021
27 May 2021
26 Jun 2021
12 Jun 2021
27 May 2021 - 3 Jun 2021
5 Jun 2021
Amount
Material and labour for preparation of black top bituminous macadam 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 and applying evenly a bituminous tack coat of GRADE VG-10 @ of 3 Kg per 10 sqm , complete all as specified and as directed.
Material and Labour for premixed bituminous macadam (consolidated thickness 75mm or less ) laid / rolled and compacted to required gradient and camber using binder content of 4% by weight of total mix using paving bitumen of grade VG-30, using mechanical paver and rolled with 8-12 tonne capacity power road roller rolled to uniform smooth surface ,complete all as specified and as directed. Note- (i) Bituminous macadam shall prepared in central computerised hot mix plant. complete all as specified and as directed by the Engineer-in-Charge. (ii) In the event of variation in the mix design in the percentage of binder content of minus side, the difference in quantity of binder content will be adjusted through supply only rate of Rs 36.00 per 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 under this item. (iii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided and approved by GE.
Material and labour for preparation of 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 and applying evenly a bituminous tack coat of GRADE VG-10 @ of 5 Kg per 10 sqm of road surface ,complete all as specified and as directed .
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 8-12 tonne capacity power road roller rolled to uniform smooth 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) In the event of variation in the mix design in the percentage of binder content of minus side, the difference in quantity of binder content will be adjusted through supply only rate of Rs 36.00 per 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 under this item. (iii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided and approved by GE.
M/s GHULAM HASSAN MALIK
M/S MATOO INFRASTRUCTURES PVT. LTD.
M/S MAHIR MUNEER
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