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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.1 LAccepted-AOC | L1 | Accepted-AOC 1st Lowest Bidder | |
| 2 | L2₹71.9 L+₹74,142.32 (1.04%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹87.5 L+₹16.4 L (23.0%)Rejected-Finance NOT SPECIFIED | NA | NA | 121004 | L3 | Rejected-Finance 3rd Lowest |
Tender Value
₹70.1 L
EMD Value
₹1.4 L
Closing Date
19 Feb 2020, 6:00 pmClosed
Executive Engineer Narwana W/S Division Narwana
Executive Engineer Narwana W/S Division Narwana
Construction of water supply RCC Pipeline from RD 0 to 4000 to fill up the village Pond of village Dubbal from Dhamtan Disty at RD 47585/R and dewatering of overflowing ponds of village Dubbal into Koel Drain at RD 18000.
2020_HRY_118540_1
714/25-A/Misc
Open Tender
Civil Works
Works
180 days
Narwana
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Yes
Executive Engineer Narwana W/S Division Narwana
₹1.4 L
Yes
20 Mar 2020
14 Feb 2020
20 Feb 2020
14 Feb 2020
19 Feb 2020
14 Feb 2020
Amount
E/work Excavation in ordinary soil upto 30 mtr. HSR Item No.6.2 (b) (c ) (i).
Eartwork excavation under pressure HSR item no. 6.8 a.
Concrete 1:4:8 with stone aggregate 20mm size in foundation and plinth. HSR Item No.10.38.
1st class brick work laid in CM 1:3 in foundation and plinth. HSR Item No.11.5.
Providing laying jointing and fixing 350mm RCC NP3 pipe complete in all respect.
12 mm thick cement plaster 1:3 on walls. HSR Item No.15.12.
Precast RCC 1:2:4 with stone aggregate 20mm nominal size for Slab. As per HSR item no 10.78.
Fe-500 TMT Steel bar i/c bending and binding complete in all respect. HSR Item no.18.22.
Cement pointing 1:2 on outer waals (HSR 15.60).
CC 1:3:6 With Nominal Size of stone aggrgate in F/Plinth (HSR 10.40).
CC 1:2:4 with 20mm Nominal Size of stone agg. In F/P (DPC 40 MM) (HSR No. 10.114).
RCC 1:2:4 for Beam slab (HSR 10.80).
Centring & Shuttering for Slab/Beam (HSR No. 9.1).
Centring & Shuttering of Sides and soffits (HSR 9.7).
Tile Terracing on roof granted with cement mortar 1:3.
12 mm thick CP 1:4 on wall cinner side (HSR 15.5).
Conglomenate florring 40mm CC 1:2:4 40 mm thick (HSR 14.12).
Brick on edge flooring around the gauge hut in CM 1:4 (HSR 14.23).
Pressed steel sheet frame (chowkhat) 2mm grill steel sheet include fixed in portion I/C the cost of CC 1:3:6 (HSR 18.34 (b)).
Providing and fixing GI Sheet 0-80 mm fixed at site as per HSR item No. 18.16.
White washing two coat (HSR 16.47).
Finishing waal with exterior Paint cement based showcem (HSR 16.61).
Primary coat with Metal Premier on new steel (HSR No. 16.9).
Painting two Coat Excluding primary coat on new steel wall (HSR 16.17).
Providing & Fixing fan hook boom 16 mm (HSR No. 18.38-a).
Wrought Iron & Mild steel grill fixed in position HSR item no 18.12.
Wiring in 1.5 Sqm. PVC insulated copper conductor Cable in drill condute pipe (HSR No. 31.36)
B Fan Point@524 + 10% = 576.40 / each (HSR No. 31.36).
Hsr 31.36 (ii) b Light Point.
Hsr 31.36 (viii) b 3 point 5 mm plug.
PVC insulated Wire @6/ (Rate as per Sanctioned estimate no. 343-44/4W Dated_____
E/Work filling with avg lead of 495 Mtr.
PVC Pipe 6" D Plast 4Kg ISI
7.5 HP AC Submersible pump with 6750 W solar array
Carriage & Mannure & Sludge I/C loading & unloading complete in all respect with minimum lead 1.0 Km (HSR No. 5.2 (c ) & 4.1 (b).
CC 1:4:8 brickk ballast as per HSR no. 10.37.
Interlocking paver block as per HSR item no. 10.159.
CC 1:2:4 with stone aggregate 10 Cm x 10 cm gola (5.35 + 24.2).
The Swami Ji Co-Op L and C Society Ltd., Jind
BALINDER SINGH CONTRACTOR
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