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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹1.1 Cr+₹67,029.14 (0.61%)Rejected-Finance | ₹1.1 Cr+₹67,029.14 (0.61%) | L2 | Rejected-Finance rejected being to be 2nd lowest |
| 3 | Not Admitted-Fee/PreQual/Technical GRAM PO KUNWALI TEHSIL RANIKHET DISTRICT ALMORA | ALMORA | UTTARAKHAND | 263601 | - | - | Not Admitted-Fee/PreQual/Technical Others-hard copy not submitted by bidder |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
4 May 2023, 5:00 pmClosed
GM Construction Wing UKPJN Haldwani
Office of The General Manager (KUMAON), Nirman Wing, Uttarakhand Peyjal Nigam, HALDWANI.
Construction of River Training works for Protection of Nandhaur River Banks at Forest Division Tarai East, Haldwani District- Nainital
2023_MDPEY_57583_1
1120/nivida haldwani/67 dated 17/04/2023
Open Tender
Civil Works
Item Rate
90 days
HALDWANI
as per tender documents
2 documents required · 2 mandatory
₹4,720
PM Construction Unit UKPJN HALDWANI
₹2.3 L
PM Construction Unit UKPJN HALDWANI
31 May 2023
18 Apr 2023
11 May 2023
18 Apr 2023
4 May 2023
25 Apr 2023
24 Apr 2023
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
Slip clearance (by manual means) of boulders only including disposal complete as directed by the Engineer-in-charge.
Providing and laying plain cement concrete 1:4:8 in foundation and plinth including all material, labour and T&P complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:2:4 (1 cement : 2 coarse sand (zone -III) : 4 graded stone aggregate 20 mm nominal size)
Providing and laying of boulder apro laid in wire crates with 4 mm dia GI wire (@32 Kg/ 10 Sqm ) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stoneboulders weighing not less than 25 kg each as per drawing and technicalspecification Clause 1301 Note :- 1 Nominal cost of trimming for preparation of bed has been included in the cost of labour 2 The analysis will by & large hold good for gabions 14-2 MORD SOR
Ms Lokesh Kathayat
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