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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹14.0 L+₹67,783.60 (5.08%)Rejected-AOC | L2 | Rejected-AOC Rejected and refunded | |
| 3 | L3₹14.3 L+₹90,261.32 (6.76%)Rejected-AOC | L3 | Rejected-AOC Rejected and refunded | |
| 4 | L4₹14.5 L+₹1.1 L (8.45%)Rejected-AOC | L4 | Rejected-AOC Rejected and refunded | |
| 5 | L5₹14.6 L+₹1.3 L (9.59%)Rejected-AOC | L5 | Rejected-AOC Rejected and refunded |
Tender Value
₹11.7 L
EMD Value
₹23,420
Closing Date
5 Oct 2020, 5:00 pmClosed
Executive Engineer Nehrana Water Service Division
Executive Engineer Nehrana Water Service Division, Sirsa
Extension (Lining) of W/C O/L RD 60700-L Banmandori Dy.
2020_HRY_146312_1
16/Neh/60700
Open Tender
Civil Works - Canal
Item-rate/Agreement basic
180 days
RD 60700-L Banmandori Dy.
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
Executive Engineer Nehrana Water Service Division
₹23,420
Yes
28 Oct 2020
29 Sept 2020
6 Oct 2020
29 Sept 2020
5 Oct 2020
29 Sept 2020
Amount
Dressing bed and preparation of sub-grade for lining. HSR item No. 19.1
Supply of 100 micron thick polythene sheet to be laid under bed lining as per approved drawing & design section (As per CAD Authority)
Laying of 100 micron thick polythene sheet under bed lining as per drawing & design (N.S.item) (As per CAD Authority) Complete in all respact.
Laying of 7.62 cm. thick Ist.class brick work in 1:5 cement sand mortsr in bed over 100 micron polythene as per approved design,drawing & PWD Specification i/c supply & carriage of material Complete in all respact. HSR item No. 11.3
Laying 1st class brick work in 1:5 cement sand mortar in foundation and plinth as per approved design,drawing & PWD Specificationi/c supply & carriage of material Complete in all respact. HSR item No. 11.3
E/Work in excavation in foundation,trenches,etc,in all kinds of soils, not exceeding 2 metres depth i/c 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, i/c disposal of all surplus soil, as directed within a lead of 30 metres. HSR item No. 6.6
Kassi work undressed involving an average horizontal throw upto 2 metres, and an average vertical lift upto 0.50 metre i/c breaking of clods. HSR item No. 6.2(a)
E/Work excavation in filling in ordinary soils exclusive of compensation earth work duly dressed with combined lead upto 15 mtr. i/c breaking of clods as per approved design,drawing & PWD specification. HSR item No. 6.2(b) + 6.3(i)
Cement concrete 1:4:8 with brick ballasts of 40mm nominal size in foundation and plinth as per approved design,drawing & PWD Specifications i/c supply & carriage of material Complete in all respact. HSR item No. 10.36
Laying 1st class brick work in 1:3 cement sand mortar in foundation and plinth as per approved design,drawing & PWD Specification i/c supply & carriage of material Complete in all respact. HSR item No. 11.5
Extra for brick work in arches including cost of shuttering up to 1.5 mtrs. Span Complete in all respact. HSR item No. 11.44 (a)
10 mm thick cement plaster in 1:4 ratio cement sand mortar as per approved design,drawing & PWD Specification i/c supply & carriage of material, water supply of arrengement & curring Complete in all respact.
Supply of RCC pannels of required size 39"X 39" at site of work as per approved drawing & design (As per CAD Authority)
Fixing of RCC pannels of required size 39"X39" at site of work as per approved drawing & design (As per CAD Authority)
Supply of RCC lid of required size 33" dia at site of work as per approved drawing & design (As peer CAD Authority)
NIHAL SINGH
M/S KISSAN CONTRACTORS
Naresh Kumar Contractor
BANPAL
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