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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.5 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder for the work | |
| 2 | L2₹26.4 L+₹95,799.20 (3.76%)Rejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L2 | Rejected-Finance OTHER THAN THE LOWEST BIDDER | |
| 3 | L3₹27.0 L+₹1.5 L (6.05%)Rejected-Finance 104 L I C COLONY VAISHALI NAGAR AJMER RAJASTHAN 305001 | AJMER | RAJASTHAN | 305001 | L3 | Rejected-Finance OTHER THAN THE LOWEST BIDDER | |
| 4 | L4₹30.2 L+₹4.7 L (18.4%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN THE LOWEST BIDDER | |
| 5 | L5₹32.9 L+₹7.4 L (29.1%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
Tender Value
₹41.3 L
EMD Value
₹82,520
Closing Date
20 Dec 2021, 6:00 pmClosed
Commander Works Engineer Bhopal
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
PROVN OF BLACK TOP ROAD FROM BLDG NO 83 (UNIT LOC TO TOWER COLONY) (JCOS/OR MD ACCN COMPLEX) AT NASIRABAD UNDER GE NASIRABAD
2021_MES_489124_1
83705/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
NASIRABAD
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹500
Garrison Engineer Nasirabad
₹82,520
Yes
15 Jan 2022
18 Nov 2021
22 Dec 2021
18 Nov 2021
20 Dec 2021
8 Dec 2021
18 Nov 2021 - 8 Dec 2021
Amount
Excavating over areas not exceeding 1.5 m deep and getting out in hard/ dense soil complete all as specified and as directed.
Rolling and consolidating formation surfaces in cutting with power roller 8 to 12 tonne complete all as specified and as directed.
M & L for construction of granular sub-base (GSB) as filter-cum-drainage layer, 150 mm thick (compacted thickness) by providing grading V material as per Table 400-1 of the MORTH Specifications for Road and Bridge (Fifth revision published by IRC, 2013 Edition) mixing in a mechanical mix plant at optimum moisture content, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of the MORTH Specifications for Road and Bridge (Fifth revision published by IRC, 2013 Edition) complete all as specified and as directed.
M & L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of granite, trap or basalt 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.
Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed.
M & L for applying primer on the surface of non-bituminous granular base course preparatory to the superimposition of bituminous treatment coat with cationic bitumen emulsion SS-1 grade at the rate of 10 kg per 10 Sqm of surface complete all as specified and as directed.
M & L for applying tack coat on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course with cationic bitumen emulsion RS-1 grade at the rate of 3 kg per 10 sqm of surface complete all as specified and as directed.
M & L for semi dense bituminous concrete 40 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 4.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as directed. Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of ₹44 per kg.
M & L for lime or sand stone kerb of roughly squared stones of size 20 cm X 30 cm, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6 mm for top and exposed surfaces of sides and 20 mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush complete all as specified and as directed.
Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed.
Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point
M/s ESS KAY Construction
M/s H.S. Mehta Infra Pvt. Ltd.
New Tech Projects India
M/s SUNIL ENTERPRISES
K B Enterprises
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