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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.0 LAccepted-AOC H NO 741 SECTOR 13 HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹2.2 L+₹14,880.60 (7.26%)Rejected-AOC | L-2 | Rejected-AOC L-2 | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical H NO 12 ADRASH SAINIK ENCLAVE HISAR CANTT HARYANA | HISAR | HISAR | HARYANA | 125006 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.5 L
EMD Value
₹3,000
Closing Date
19 Aug 2020, 5:00 pmClosed
Director
Maharaja Agrasen Medical College Agroha (Hisar)
Renovation of Sewerage Line (Manhole No. 2 to 3, 5 to 6, 6 to 7 and 5 to 8) Laying of 200mm i/d line Day Care Centre to cross point
2020_HRY_138748_1
Tender/2020/Sewerage Renovation/04
Open Tender
Civil Works - Others
Works
45 days
Maharaja Agrasen Medical College Agroha (Hisar)
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
Director
₹3,000
Yes
6 Oct 2020
11 Aug 2020
20 Aug 2020
11 Aug 2020
19 Aug 2020
11 Aug 2020
Amount
Excavation of trenches in streets, lanes or in Open areas for storm sewer, sewers running by Gravity and manholes to full depths as shown In drawings including shoring timbering of Poling boards, frame System type, dressing to correct Sections and dimensions, according to templates and levels, Dewatering, provision for diversion of traffic, cutting trees and Bushes etc. Night signals, profiles, pegs, sight rails, Boning rods,Crossing over trenches for access to the houses, watching fencing, Etc., fixing and maintenance of caution boards, refilling of trenches, Watering of refill, in 15 m layers, ramming and restoration of Unmetalled or unpaved surface to original condition and removal Of surplus soil from site of work, upto a lead of 1 Km in ordinary soil. HSR 6.10 (a) for depths of excavation not exceeding 3 metres below ground level
Cement concrete 1 : 4 : 8 with stone aggregate 20 mm Nominal size in foundation and plinth.(HSR 10.38)
Cement concrete 1; 2 ; 4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41)
Providing, SALT GLAZED STONE WARE PIPES GRADE ‘A’ INSTANDARD LENGTH OF 600 MM EACH PIPE MARKED WITH IS: 651 and their lower4ing, cutting, jointing and testing as described in HSR item No. 29.38, 29.39, 29.40 including the cost of jointing materials as well as carriage, loading, unloading stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-Charge. (HSR 29.95) 200mm i/d
PROVIDING MASONRY PLUGS to ends of sewers of all types WITH 11.43 CM THICK brick WALL IN CEMENT SAND MORTAR 1:7 WITH 12 MM THICK CEMENT PLASTER 1:6 as required by the Engineer-in-charge. (HSR 29.57) A For circular Sewers having internal diameter:- (8) 350 mm
M/s Gupta Const. Co.
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