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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC JIND JIND HARYANA | JIND | HARYANA | 126101 | ₹1.3 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹1.3 Cr+₹1.7 L (1.37%)Rejected-AOC HOUSE NO 953 SECTOR 23 HUDA BHIWANI TEHSIL AND DISTRICT BHIWANI | BHIWANI | BHIWANI | HARYANA | ₹1.3 Cr+₹1.7 L (1.37%) | L2 | Rejected-AOC Reject |
| 3 | Not Admitted-Fee/PreQual/Technical BUDHERA TEHSIL LOHURU 127201 | BHIWANI | HARYANA | 127201 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
5 Apr 2021, 2:00 pmClosed
Executive Engineer, M/Garh Canal W/S Division, NNL
Executive Engineer, M/Garh Canal W/S Division, Narnaul
Rehabilitation/remodeling of Salarpur Disty. from Km 0.000 to 7.550.
2021_HRY_165588_1
No. 1026-44/6A dated 17/03/2021
Open Tender
Civil Works
Item-rate/Agreement basic
150 days
NARNAUL
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
₹2.5 L
Yes
20 May 2021
22 Mar 2021
6 Apr 2021
22 Mar 2021
5 Apr 2021
22 Mar 2021
Amount
E/ Work in excavation in all kind of soil including all lead, lift and other allowance with an av. lead of 495 Mtr. for filling (HSR No. 6.2)
C.C. 1:4:8 with 20mm nominal size stone aggregate in F&P in the lining gaps (HSR No. 10.38)
Washing, Brushing & scrubbing existing old lining for laying C.C. M-15 (HSR No. 10.119)
Laying cement slurry 2mm thick over tile lining (HSR No. 19.12)
Prov. & placing in position/design mix cement concrete lining of grade M-15, with minimum cement contents 240 Kg/Cum 75 mm thick manually in curved potion & side slopes, mixing, transporting, vibrating smooth finishing curing of lining by water, striking of joints, watering and brushing the lined surface on side slopes including dewatering. pumping out of water caused by rain water required & machinery, watering & compacting side slopes, collecting debris & disposed off collected material outside the channel as per approved design and specifications.
Prov. & placing in position/design mix cement concrete lining of grade M-15, with minimum cement contents 240 Kg/Cum for coping.
Earth Work for excavation in ordinary soil exclusive compensation of earth kassi work undressed involving in an av. horizontal throw upto 2mtr. & an average vertical lift upto 0.5 mtr. (HSR No. 6.2a)
First class brick work laid in cement sand mortar 1:3 in foundation and plinth (HSR 11.5)
Cement concrete 1:2:4 with stone agg. 20mm nominal size in foundation and plinth (HSR 10.41).
Centering & Shuttering for sides for coping (HSR No. 9.7)
Filling Expansion joints with special imperivous hot pour 12mm wide (HSR No. 19.17)
Painting and printing letters on both sides of sign board (L.S)
Removing of NP-2 RCC pipe 300mm dia, 8 feet (HSR No. 8.35)
Dismantling of brick masonary in Cement (HSR No. 8.5-b)
Ist class brick work in cement mortar 1:4 on F&P (HSR No. 11.24)
Centering & Shuttering for flat surface (HSR No. 9.1)
RCC 1:2:4 with 20 mm nominal size stone aggregates for slab parapet wall/crash barrier (HSR No. 10.79)
Making weep hole 15mm dia 300mm deep for fixing 12mm dia steel bar for connecting crush barrier & existing slab
12mm thick cement plaster in 1:4 (HSR No. 15.5)
10mm thick cement plaster cement sand in 1:5 mortar
Cold twisted deformend bars for RCC works were not included in the complete rate of RCC including bending, binding and placing position compete (HSR 18.22)
Excavation for pipeline running under pressure in trenches and pits in open area where disposal surplus earth is done alongwith the alignment without tembering and shoring upto 1.5 meters depth (HSR No. 6.8-a)
Earth Work in excavation in foundation, trenches etc. in all kind 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 and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters. (HSR 6.6).
White washing 2 coats on new surface (HSR No. 16.47)
Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP-2 MARKED WITH IS:458-1988 600mm dia and specials into treches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer-in-Charge. (HSR Item No. 29.93)
Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP-2 MARKED WITH IS:458-1988, 300mm dia and specials into treches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer-in-Charge. (HSR Item No. 29.93)
Precast cement conc. Cover in C:C 1:2:4 for Hodi.(HSR10.78)
Credit of brick bats (Rate below DTR for credit items will not be acceptable)
MAHA LAXMI CONSTRUCTION COMPANY
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