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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC 65 MODEL TOWN 136026 | KAITHAL | HARYANA | 136026 | ₹3.9 Cr Quoted ₹39.0 L | L1 | Accepted-AOC Ok |
| 2 | L2₹44.9 L+₹5.9 L (15.0%)Rejected-Finance H NO DB 32 SECTOR 36 SUNCITY ROHTAK 124001 | ROHTAK | HARYANA | 124001 | ₹44.9 L+₹5.9 L (15.0%) | L2 | Rejected-Finance ok |
| 3 | L3₹45.4 L+₹6.4 L (16.4%)Rejected-Finance | ₹45.4 L+₹6.4 L (16.4%) | L3 | Rejected-Finance ok |
Tender Value
Refer Docs
EMD Value
₹86,750
Closing Date
31 May 2021, 5:00 pmClosed
Executive Engineer Water Services Division Dadupur
Executive Engineer Water Services Division Dadupur
Construction of 09 Nos injection borewell/ Rain water harvesting structures in Canal Rest House i.e. Yamuna Nagar, Radaur, Canal Colony Dadupur and SDO Residence Dadupur
2021_HRY_172383_1
No. 3265/4-A dated 19/05/2021
Open Tender
Agricultural or Forestry
Item-rate/Agreement basic
45 days
Executive Engineer Water Services Division Dadupur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,500
₹86,750
10 Aug 2021
21 May 2021
1 Jun 2021
21 May 2021
31 May 2021
21 May 2021
21 May 2021 - 28 May 2021
Amount
Earthwork in excavation by mechanical means (hydraulic excavator) / manual means over area (exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan),including getting out and disposal of excavated earth including all lead, lift, loading, unloading and other allowances as directed by Engineer-in-charge
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level (1 Cement: 2coarse aggregate : 4 graded cum stone aggreegate 20mm nominal size).
First class brick work laid in cement sand mortar 1:4 in foundation and pinth
12mm thick cement plaster of mix 1:4
Boring /Drilling borewell of required of dia for casing/ strainer pipe ,by suitable method prescribed in IS 2800part 1, including collecting sample from different strata,preparing at submitted strata chart/bor log i/c higher and running chargs all equipments tools plants ,and machninery required for the job all complete as per directio of Einginner-in-Charge upto 90m for all type of soil 300 mm dia
Supplying, assembling,lowering and fixing in vertical portion in borewell unplasticized PVC medium well screen (RMS) pipes with ribs ,conforminf to IS 12818,i/c higher and labour charges,fittings and accessories etc. all complete, for all depth ,as per direction of Engineer-in-charge 200mm nominal dia
Providing and laying of well casing UPVC pipe 400 mm dia (CS & CM)6 Kg pressure/cm2(ISI Marked) specification as per IS 128181-2010
M.S. Socket 200mm dia
P & F 225 mm outer dia filter jali 10 kg /cm2
Supply of solvent/desiel
Mild steel Rivet
Brass, Disco and Cap
Stainless steel screen
Development of borewell by machine i/c labour & generator
Supply,filling,spreading and levelling stone boulder of size range 5cm to 20 cm ,in recharge pit,in the required thickness for leads and lifts, all complete as per direction of Engineer-in-charge bottom layer
Supply,filling,spreading and levelling gravel of size range 5mm to 10 mm ,in recharge pit,over the existing layer boulders ,in the required thickness for leads and lifts, all complete as per direction of Engineer-in-charge middle layer
Supply,filling,spreading and levelling coarse sand of size range 1.5mm to 2mm ,in recharge pit,over the gravel layer ,in the required thickness for leads and lifts, all complete as per direction of Engineer-in-charge top layer
Layer of Charcoal
To evaluate the required subsoil strata and water table in the fields soil conservation report
Providing and fixing six side x-tee size 200 mm dia
Providing and fixing PVC Reducer400mmx200mm Dia
Providing & fixing End cup 400mm
Kuldeep Construction Company
Om Kumar
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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