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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 LAccepted-AOC WADHERA STREET SHAHPUR CHOWK PATHANKOT 145001 PB | PATHANKOT | PUNJAB | 145001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹29.4 L+₹56,900 (1.98%)Rejected-Finance 05 INFRONT OF AMIT HOTAL AURANGABAD AURANGABAD BIHAR 824101 UDYAM BR 03 0011066 | AURANGABAD | BIHAR | 824101 | L2 | Rejected-Finance NOT BEING L1 | |
| 3 | L3₹32.1 L+₹3.3 L (11.6%)Rejected-Finance | L3 | Rejected-Finance NOT BEING L1 | |
| 4 | L3₹32.1 L+₹3.3 L (11.6%)Rejected-Finance | L3 | Rejected-Finance NOT BEING L1 | |
| 5 | L4₹32.4 L+₹3.6 L (12.5%)Rejected-Finance 103 HARIAKSH PLAZA HOSPITAL ROAD BHUJ KUTCH GUIARAT 370001 | BHUJ | KUTCH | GUJARAT | 370001 | L4 | Rejected-Finance NOT BEING L1 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
16 Jan 2023, 6:00 pmClosed
CWE Pathankot
HQ CWE Pathankot Pathankot 145001
REPAIR TO ROADS, POTHOLES AND ROAD FURNITURES AT CERTAIN LOCATIONS UNDER AOR OF GE (SOUTH) PATHANKOT
2022_MES_555886_2
CWE/P-29/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
GE (South) Pathankot
As per NIT
10 documents required · 10 mandatory
₹500
GE (South) Pathankot
₹60,000
10 Feb 2023
20 Dec 2022
18 Jan 2023
20 Dec 2022
16 Jan 2023
4 Jan 2023
Amount
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 and making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal), complete all as specified and directed.
M&L for Preparing old black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc, complete all as specified and directed.
M&L for bituminous premixed asphaltic semi-dense concrete 30 mm consolidated thickness using crushed graded stone aggregate with paving bitumen VG-30 with 5.50% binder content by weight of total mix, rolled and compacted to required camber and gradient with self propelled mechanical paver and rolled to uniform smooth surfaces with power roller 8 to 12 tonnes, complete all as specified and directed. Note :- Mixing to be carried out at digital computerized weigh batch hot mixing plant. Contractor shall quote his rates by considering binder content as 5.50% of the total mix by weight. In case of any variation on minus side in the weight of binder as per actual mix design, the same shall be adjusted @ Rs 40 per Kg and recovery for the same shall be effected from the contractor. However the variation in the weight of bitumen is on plus side, nothing extra shall be paid on this account.
M&L for applying evenly a priming/tack coat with paving bituminous primer using paving bitumen VG-10 @ 5 Kg per 10 Sqm of road surface, complete all as specified and directed.
M&L for scarifying or picking exceeding 50 mm and not exceeding 100 mm deep, gravelled macadam or bituminous macadam surfaces in area exceeding 400 Sqm, complete all as specified and directed.
M&L for applying evenly a priming/tack coat with paving bituminous primer using paving bitumen VG-10 @ 10 Kg per 10 Sqm of road surface, complete all as specified and directed.
M&L for 7.5 cm thick (compacted thickness) WBM with coarse aggregates of sand stone grading 2 ( 63 to 40 mm size) , spread, rolled with power roller of 8 to 12 tonne capacity and consolidated to gradient and camber required, complete all as specified and directed.
M&L for 7.5 cm thick (compacted thickness) WBM except materials with coarse aggregates of granite, trap or basalt stones of grading 2 ( 63 to 40 mm size), spread, rolled with power roller of 8 to 12 tonne capacity and consolidated to gradient and camber required, complete all as specified and directed.
M&L for bituminous premixed asphaltic semi-dense concrete 40 mm consolidated thickness using crushed graded stone aggregate with paving bitumen VG-30 with 5.50% binder content by weight of total mix, rolled and compacted to required camber and gradient with self propelled mechanical paver and rolled to uniform smooth surfaces with power roller 8 to 12 tonnes, complete all as specified and directed. Note :- Mixing to be carried out at digital computerized weigh batch hot mixing plant. Contractor shall quote his rates by considering binder content as 5.50% of the total mix by weight. In case of any variation on minus side in the weight of binder as per actual mix design, the same shall be adjusted @ Rs 40 per Kg and recovery for the same shall be effected from the contractor. However the variation in the weight of bitumen is on plus side, nothing extra shall be paid on this account.
M&L for premixed bituminous macadam (design mix) with 4% of binder content by weight of total mix using paving bitumen VG-30 laid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) with 8 to 12 tonne capacity power roller, complete all as specified and directed.Note:- If percentage of binder content will be different from design mix, then same shall be adjusted at supply only bitumen rate @Rs 40 per Kg
M&L for painting lines, arrow, dashes, letters etc on roads, pavement and the like, not exceeding 10 cm wide with hot thermoplastic road marking materials conforming to Ministry of surface transport (MOST) specification 803.4 Vol - III as laid down in specification of Road/Bridge work "Third revision", complete all as specified and directed.
Sandeep Kumar
vivek and co
Paramjit Singh and Co
VIJAY CONSTRUCTION CO
M/S Ajay Kumar Mahajan
Standard engineers
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