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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1 LRejected-Finance HARYANA HR | JIND | HARYANA | 126101 | L1 | Rejected-Finance Above rate | |
| 2 | L1₹1 LRejected-Finance 28 29 GALI NO 05 MAHABIR PARK 124507 | BAHADURGARH | JHAJJAR | HARYANA | 124507 | L1 | Rejected-Finance Above rate |
Tender Value
₹19.7 L
EMD Value
₹39,500
Closing Date
21 Nov 2019, 6:55 pmClosed
MUNICIPAL ENGINEER
O/O EO MC BAHADURGARH
Tapping of Drains (Nala) in Sewer Lines in Compliance of OA no. 606 of 2016 of NGT MC Area Bahadurgarh.
2019_HRY_107721_1
991 1043 1047 1062 1089 1090
Open Tender
Civil Works
Lump-sum
180 days
BAHADURGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EO MC BAHADURGARH
₹39,500
6 Aug 2021
6 Nov 2019
22 Nov 2019
6 Nov 2019
21 Nov 2019
6 Nov 2019
Amount
Dismentling of cement concrete palin 1:2:4 (H.S.R. 8.6d)
Earth Work in excavation in foundations, trenched, etc in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenched, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including of all surplus soil, as directed within a lead of 30 metres (HSR 6.6)
Loading, unloading & carriage of debries for a lead up to 4 Km (HSR 4.1a+5.2b)
Providing & Laying 1:4:8
Cement concrets 1:2:4 with stone aggregate 20mm nominal size in payments, roads, taxi-tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete (HSR 10.132+10.95a)
Ist Class Brick work in C.M. 1:4
Cement Plaster with 1mm cement rendering (HSR 15.3+15.75)
Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS:5382 and testing of spigot and socketted RCC NP3 marked with IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction th the Engineer-in-Charge (HSR 29.96)(C) 350mm id
FE 500 Steel Reinforcement (HSR 18.22)
RCC 1:1.5:3 for Slab
P/Laying of CC 1:1.5"3 in taxi track (HSR No 10.132+10.95a)
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