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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹33.1 LAccepted-AOC 0 BARAUNDHA SADAR MIRZAPUR MIRZAPUR UTTAR PRADESH 231001 | MIRZAPUR | UTTAR PRADESH | 231001 | 1 | Accepted-AOC L1 | |
| 2 | 2₹34.2 L+₹1.2 L (3.54%)Rejected-AOC LOCATION HARYANA HR | KARNAL | HARYANA | 132001 | 2 | Rejected-AOC L2 | |
| 3 | 3₹34.6 L+₹1.5 L (4.68%)Rejected-AOC NOT SPECIFIED | 3 | Rejected-AOC L3 |
Tender Value
₹33.3 L
EMD Value
₹66,600
Closing Date
10 Feb 2020, 6:00 pmClosed
Executive Engineer,
Sinchai Bhawan Bhodia Khera Fatehabad
Remodeling of W/C of O/L RD 25747/25750-R Ratia Sub Branch (Pipe line)
2020_HRY_116974_1
03/2020
Open Tender
Civil Works
Item-rate/Agreement basic
180 days
RD 25747/25750-R Ratia Sub Branch
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
Yes
Fatehabad W/S Divn Fatehabad
₹66,600
1 May 2020
4 Feb 2020
12 Feb 2020
4 Feb 2020
10 Feb 2020
4 Feb 2020
Amount
Works Details
Providing lowering, laying cutting (cut surface to be uniform finished) joining with rubber marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS: 458-1988 and specials in to unloading, stacking, handling, re handling etc. complete in all respects to the satisfaction to the Engineer in charge. as per HSR item no. 28.60 for 450mm dia
Excavation for pipeline running under pressure in trenches and pits, in open area, where disposal of surplus earth is done alongwith the alignment including triming and dressing sides, levelling to beds of trenches of correct grade, joints, holes, cutting trees and bushes, etc refilling consolidation and watering of refill in, in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, and outside the town in ordinary soil for 450mm dia RCC NP2 pipe with timbering and shoring utpo 1.5 mtr depth HSR item no. 6.8 (b) (i)
E/W in excavation in foundations, trenches etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation ad subswquent filling around masonry, in 15cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters. HSR item no. 6.6
First class brick work laid in cement sand mortar 1:5 in foundation and plinth side lining, nakka & culvert complete in all respect as per approved drawing & PWD specification and as per HSR item no. 11.3
Cement concrete 1:4:8 with brick ballast 40mm nominal size in foundation and plinth HSR item no. 10.36 (for nakka, culvert etc.)
Cement plaster 10mm thick cement mortar in 1:4 fillet gola plastering of nakkas and culvert etc. complete in all respects as per approved drawing and PWD specification as per HSR item no. 15.5
Supply of RCC panels size 30"x30" at site of work, as per approved drawing design and specification (N.S. item) (as per CADA)
Fixing of RCC panels size 30"x30" at site of work, as per approved drawing design and specification (N.S. Item) (as per CADA)
Supply of RCC lids size 24" dia at site of work as per approved drawing design and specification (N.S. item)(As per CADA)
Providing and fixing 450mm pipe line nakk a complete in all respect as per current market rate
Providing and fixing STEEL BAR EMBEDDED PLASTIC STEPS OF SIZE 263 MMX165 mm of orange colour, confirming to specifications, in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to IS:10910 encapsulated on 12mm dia ribbed steel bars per IS:1786, the rate include cost of setting the same to correct lines and levels dully embedded in 1:2:4 cement concrete including carriage, loading, unloading, stacking, handling rehandling etc. complete in all reslpect to the satisfaction of EIC, HSR item no. 29.28
Moti Lal Contractor
BALIRAM SINGH
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