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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.2 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹30.4 L+₹1.2 L (4.10%)Rejected-Finance | L2 | Rejected-Finance Second Lowest |
Tender Value
₹33.6 L
EMD Value
₹68,000
Closing Date
20 Jun 2019, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer Construction Division Uttarakhand Peyjal Nigam Pauri
Construction of Syoli Malli Water Supply Scheme of Block THALISAIN
2019_MDPEY_18051_1
LetterNo 883/Nivida Quotation/35 Dated 29.05.2019
Open Tender
Civil Works
Item Rate
150 days
Syoli Malli Block THALISAIN
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
Executive Engineer Construction Division UKPJN
₹68,000
Pauri
26 Jun 2025
7 Jun 2019
21 Jun 2019
7 Jun 2019
20 Jun 2019
13 Jun 2019
12 Jun 2019
Amount
Supply of all materials, labour, T&P and fixing of french well as per drawing including cost of all labour & fitting etc all complete.
Supply of all material, labour, T&P and construction of R.C.C. cross wall for collection of water as per drawing & design .
Supply of all material, labour, T&P and Construction of Intake Chamber as per Type design.
Supply of all material, labour, T&P and construction of BPT as per drawing & design .
Supply of all material, labour, T&P and install M.S. bucket type chlorinator of 25 liters capacity with internal glass wool lining.
Supply of all material, labour, T&P and Laying of P.C.C. 1:4:8 concrete
Supply of all material, labour, T&P and Laying of P.C.C. 1:2:4 concrete
Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:4 (1 cement : 4 coarse sand)
Random Rubble (R.R) stone masonry in 1:6 cement & local sand in plinth and foundation including supply of all materials, labour T & P etc. required for proper completion of work.
Same as above item but laid dry.
Construction of Check Dam of RR Dry stone masonry across Gadhera for source recharging and protection
Supply,Carting from rail head to site of work including laying, jointing, fixing and testing of following sizes of G.I. Pipes(class medium) with specials, fittings etc. in underground trenches including cutting,threading,welding etc. complete.
Supply of following valves ISI marked class - I as per IS - 788/1971 at site of work and fitting on pipe line as required .
20 mm dia
25 mm dia
32 mm dia
40 mm dia
Supply of ISI marked Air valve of 15 mm dia as per IS code at site of work and fitting on pipe line as required
Excavating trenches of required width for pipes, cables, etc including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including taking out the excavated soil and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m.
For Soil Mixed with Boulders
For Medium rock
Provide all material, labour, T&P,construction of following chambers as per type design.
Wheel valve /scour valve chamber (60x60)
. Air valve chamber (60x60)
Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities(in kL)with M.S. ladder outside & inside of tank, M.S. M.H. cover with locking arrangement , supply & fixing of outlet,inlet,overflow & washout pipes with necessary sluice valves, pipe pieces(including cost of materials)flooring 0.60 m wide apron, painting on tank body vertical pipes,ladder, M.S.M.H. cover etc. complete with approved water proofing, apex/enamel paint, testing, filling water for testing purpose etc. including supply of vertical pipes & specials, assuming bearing capacity as 8 MT/m2
Excavation in soil mixed with shingle boulder etc requiring the use of special T & P such as pick axes, sabbles, etc for foundation including lift upto 1.5 m, and lead upto 50m. filling water and ramming of excavated earth into the trenches’ or into the space between the building & sides of foundation trenches or into the plinth and removal & disposal of surplus earth upto distance of 60m. from the foundation trenches.
In soil mixed with boulders
In medium rock
Provide all material, labour, T&P, construction of pillar type stand post as per pipe design.
Sunil Chandra Joshi
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