Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC SCO 183 NEW GRAIN MARKET HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹6.5 L (6.08%)Rejected-AOC | ₹1.1 Cr+₹6.5 L (6.08%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.2 Cr+₹11.1 L (10.4%)Rejected-AOC | ₹1.2 Cr+₹11.1 L (10.4%) | L3 | Rejected-AOC L3 |
| 4 | L4₹1.2 Cr+₹17.6 L (16.5%)Rejected-AOC | ₹1.2 Cr+₹17.6 L (16.5%) | L4 | Rejected-AOC L4 |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
24 Sept 2020, 3:00 pmClosed
Executive Engineer, Tohana WS Division, Tohana
Canal Colony Tohana-125120
Remodeling the watercourse with underground pipeline outlet RD 221/R Badalgarh Disty
2020_HRY_144997_1
09/2020
Open Tender
Civil Works
Item Wise
365 days
Tohana
Please refer Tender documents.
4 documents required · 4 mandatory
₹15,000
Executive Engineer, Tohana WS Division
₹2.1 L
Yes
24 Nov 2020
18 Sept 2020
24 Sept 2020
18 Sept 2020
24 Sept 2020
18 Sept 2020
Amount
Dismantling Brick Work, Tile Massonry or Tile Lining and Tile Terracing in cement HSR item No. 8.5 (b)
Earthwork excavation in ordinary soil exclusive of compensation of earth dressed with a conbined lead 30 meters including breaking of clods.( HSR item No. 6.2 (b) (c) (i) and 6.3(i).
Excavation for pipelines runing under presssure in trenches and pit, in open areas, where disposal of surplus earth is done alongwith the aligmment incuding trimming & dressing sides, levelling of beds of trenches to correct grade, cutting joints holes, cutting trees and bushes etc., refilling onsolidation and watering of refill, in 15 cm layers all kind of soils, not exceeding 2 metres depth including dressingof botton and side of treaches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15cm layers and restoration, including the cost of dewatering of rain water , diversion of traffic, night signals fixing caution boards, watching , fencing etc, and outside the town in odinary soil without timbering and shoring upto 1.5 metres depth.HSR item No. 6.8 (a).
Providing lowering,cutting (cut surface to be uniformly finished),jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED 600 mm dia RCC NP2 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 to the Engineer-in charges. HSR item No. 28.60 A&C Slip No. 9 dated 04.11.2010
Cement concrete 1:4:8 with brick ballast 40mm nominal size in foundation and plinth (HSR item No. 10.36)
Providing lowering, cutting, jointing and testing RCC 600 mm dia pipe class-NP-3 as per 458-2003 with spigot and socketed joints manufactured with ISI 12330 with rubber rings ISI marked, antitermite as required at site, into trenches, for all depths and laying out the same to correct alignment, gradients and level including dressing and trimming and cutting of concrete beds and sides of trenches and jointing with1:1.5 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot and socket joints cutting and finishing the cut surface to uniform finish etc. as fully described in HSR item No. 29.38 , 29.44, 29.45 & 29.46 including cartage, loading and uploading complete in all respect HSR item No. 29.96 (v) A&C Slip No.14 dated 19.08.2015
Cement concrete 1:3:6 with stone aggregate 20 mm norminal size in foundation and plinth. HSR item No. 10.40
First class brick work laid in cement sand mortar 1:5 in foundation and plinth. HSR item No. 11.3
10 mm thick cement plaster 1:4 in fillet gola, nakkas and culverts rate including cement rendering on plaster 01mm thick. HSR item No.15.5 &15.75
Proving and fixing steel bar embedded plastic steps of size 263mm x 165 mm of orange colour, conforming to specifications , in pump chambers, mamholes etc., conforming to IS :1 910 encapsulated on 12 mm dia ribbed steel bars as per IS :1786 including cost of embedded in 1:2:4 cement concrete including carriage, loading, unloading stacking , handling re-handling etc.complete in all respect to the satisfaction of Engineer-in-Charge. HSR item No. 29.28. A &C slip No. CZC-6 dated 03.07.2009
Providing & fixing of C.I Nakkas (600mm dia complete in all respect. N.S)
Cement concrete 1:2:4 (plain) with stone aggregate 20 mm nominal size in foundation and plinth. HSR item No.10.41)
Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in kerbs and the like items, finished smooth with 6mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in postion, complete at the ground level or in first storey.. HSR item No. 10.78
Fe-500 EQR TMT Steel bars OR Cold twisted deformed (ribbed/TOR steel) bars for RCC, works where not including in the complete rate of RCC including benging, binding and placing and position complete. HSR item No. 18.22 and A&C SLIP No. CZC-5 dated 03.07.2009.and A&C SLIP No. CZC-24 dated 04.09.2018
Credit of dismantled brick work material
Rajiv Tihal Contractor Baliyali
Ranjeet Singh
RAJINDER SINGH CONTRACTOR
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .