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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.9 LAccepted-AOC | ₹3.9 L | 1 | Accepted-AOC Lowest Bidder |
| 2 | 2₹4.0 L+₹11,436.20 (2.94%)Rejected-Finance | ₹4.0 L+₹11,436.20 (2.94%) | 2 | Rejected-Finance Reject |
| 3 | 3₹4.3 L+₹37,181.78 (9.57%)Rejected-Finance NA | ₹4.3 L+₹37,181.78 (9.57%) | 3 | Rejected-Finance Reject |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹4.3 L
EMD Value
₹8,620
Closing Date
7 Jun 2021, 3:00 pmClosed
Executive Engineer
Executive Engineer, Water Services Division, Kurukshetra.
Construction of 01 No. recharge borewell in Sarsa Village District Kurukshetra.
2021_HRY_173914_1
01.06.2021/1
Open Tender
Civil Works
Item-rate/Agreement basic
30 days
Kurukshetra
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹8,620
Yes
11 Jan 2022
2 Jun 2021
7 Jun 2021
2 Jun 2021
7 Jun 2021
2 Jun 2021
Amount
Earth work excavation in ordinary soil exclusive of compensation of earth dressed with combined lead of 30 mtr including breaking of clods (HSR 6.2(b)(c) (i) and 6.3(i)
C.Conc. 1:3:6 in Foundation and Plinth HSR 10.40
Ist class brick work in Cement Masnory 1:5 in F&P (HSR 11.3)
Cement plaster 12mm thick in C.M 1:4 walls (HSR 15.5)
Drilling of bore hole of 10" dia by machine i/c labour (N.S)
Providing and lowering of well casting/striver/screen 200mm dia UPVC (CS & CM) 10Kg pressure/Cm2 (ISI Marked) Specification as per IS 12818-2010
Providing and laying of well casting UPVC Pipe 400mm dia (CS & CM) 06Kg pressure/Cm2 (ISI Marked) Specification as per IS 12818-2010
Providing and fixing 200mm UPVC socket 10 Kg (ISI Marked) Specification as per IS 12818-2010 (NS Item)
Jali,Rivet, brass, disco ,solvent & cap specification as per IS 12818-2010 (N.S)
Supply and fixing of ss stainless steel v wire screen 200 mm dia specification as per IS 8110:2019 (N.S)
Development of bore well by machine including labour and generator
Providing and placing in horizontal layers filtring media screened, washed and cleaned as described below: (b) Second layer Coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry) (HRS 28.50 (b)
2nd layer of charcol (NS Item)
Providing and placing in horizontal layers filtring media screened, washed and cleaned as described below: (c) Third layer Bajri screened washed and graded from 6 mm to 20 mm (from Ghaggar or approved equivalent quarry) (HSR 28.50(c)
Providing and placing in horizontal layers filtring media screened, washed and cleaned as described below: (d) Fourth layer Bajri (coarsed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) (HSR 28.50(d)
To evaluate the required sub soil strata and water table in the fields soil conservation report (N.S)
Shuttering for faces of concrete foundations and foundation beams (vertical or battering) (HSR 9.13)
Providing and fixing UPVC Reducer 16"x8" socket 10Kg (400x200mm)
Providing and fixing of six side cross tee 8" PVC (200mm)
Providing and fixing of end cap PVC 16" (400mm)
Providing and fixing of 200mm dia of UPVC pipe 10Kg pressure/CM (ISI Mark)
Rajesh Kumar Dhiman
Suraj
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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details.html
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