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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LRejected-Finance | L1 | Rejected-Finance Due to poor response | |
| 2 | L2₹8.9 L+₹1.2 L (16.1%)Rejected-Finance | L2 | Rejected-Finance Due to poor response |
Tender Value
₹5.7 L
EMD Value
₹11,300
Closing Date
30 Jun 2020, 5:00 pmClosed
EXECUTIVE ENGINEER
CCSHAU HISAR
providing DI and RCC pipeline channel for raw water from outlet of Balsamand Distributory to main channel of New Waterworks at CCSHAU Hisar
2020_HRY_116544_1
3077-reinvited
Open Tender
Civil Works
Works
90 days
CCSHAU
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Executive Engineer C2
₹11,300
1 Jun 2021
29 Jan 2020
2 Jul 2020
29 Jan 2020
30 Jun 2020
29 Jan 2020
Amount
Earth work in excavation in foundations, trenches, etc .in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches ,stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres (HSR 6.6)
Excavation for pipe lines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done alongwith the alignment including trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc., refilling consolidation and watering of refill, in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc., and outside the town in ordinary soil:- (HSR 6.8[a]) (a) without timbering and shoring up 1.5 metres depth
Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR 10.28)
Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel-reinforcement centring and shuttering in foundation and plinth (HSR 10.79)
Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns,(square or rectangular) battens and lintels etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. (HSR 10.86)
Extra over item Nos.10.79 to 10.94, if 1:1½:3 mix is used instead of 1:2:4. {HSR 10.95(a)}
First class brick work laid in cement sand mortar 1:5 in foundation and plinth. (HSR 11.3)
Fe-500 D TMT steel bars for R.C.C., works, where not included in the complete rate of R.C.C. , including bending, binding and placing in position complete (HSR 18.22)
Stringing out C.I. pipes and specials castings along trenches and laying the same in trenches to correct, alignment and gradients including cartage from divisional stores or nearest railway station to site of works and return of pieces of pipes to stores (HSR 28.1 (k)} k) 500 mm internal diameter pipe line
Cutting cast iron pipes and specials and chipping or filing the surface to a uniform finish. (HSR 28.3 (k)} (k) 500 mm internal diameter pipe line
Jointing cast iron socketted pipes, valves and specials with rubber tyton joints fitted complete including cost of labour and tools etc. and tested complete. (HSR 28.6 (k)} (k) 500 mm internal diameter pipe line
Providing & fixing CAST IRON DOUBLE FLANGED sluice VALVES PN-1.6 MARKED WITH IS 5312 including nuts & bolts marked with IS:1363, rubber sheet Is: 638 etc. carriage, loading unloading, stacking handling, we handing etc. complete in all respect to the satisfaction of the engineer in charge ( makes- AARKO, VENUS LEADER BIR. PANJA, UPADHAY). (HSR 28.10) (e) 250 mm internal dia of valve
Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS:5382 and testing of spigot and socketed RCC NP-2 marked with IS:458-1998 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, rehandling etc. complete in all respect to the satisfaction of the Engineer-in-Charge. (HSR 28.60) (a) 600mm i/d
Providing and fixing steel bar embedded plastic steps of size 263 mm x 165 mm of orange colour, conforming to specifications, in pump chambers, manholes etc., having minimum 3 mm thick polypropylene on 12 mm dia ribbed steel bars per IS : 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, unloading, stacking, handling, re-handling etc., complete in all respects to the satisfaction of Engineer-in-Charge. (HSR 29.28)
Providing and fixing cast iron flanged tail piece of 250 mm internal dia size of best quality ISI marked, complete in all respect. (NS)
Supply of 500 mm internal dia size DI pipe with socket & spigot (K-7 type) ISI marked of Jindal/TATA make at site of work, complete in all respect. (NS)
Soni Construction
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