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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹72.2 L+₹3.2 L (4.68%)Rejected-Finance | L2 | Rejected-Finance Disqualified | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹70 L
EMD Value
₹1.4 L
Closing Date
12 Mar 2021, 12:00 pmClosed
Executive Engineer
Office of Executive Engineer Construction Division UKPJN Vikasnagar
Construction maintenance and handing over to maintenance body of Distribution Network under RUDRAPUR WATER SUPPLY SCHEME of Block Vikasnagar including Confirmatory survey and Design
2021_MDPEY_30679_1
Letter No. 496/NIVIDA/10, dt. 25.02.2021
Open Tender
Civil Works
Item Rate
180 days
Vikasnagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer Construction Division UKPJN
₹1.4 L
19 Jun 2025
27 Feb 2021
13 Mar 2021
27 Feb 2021
12 Mar 2021
1 Mar 2021
Amount
Design, testing bearing capacity of soil & construction of Pump House of 38.34sqm size and 4.5M height made up of Brick masonry with R.C.C. flat Slab and other appurtenant works as per approved design & drawing including supply of all materials, labour, T&P etc. complete including cartage of materials and also including the supply and fixing of RS joist of sizes 125mmx250mm and 6.00M long in position.
Design and construction of 50 KL capacity RCC SUMP with suitable foundation considering Seismic forces, inculding supply of all materials, labour, T&P etc. as required for proper completion of work and submission of detailed design/drawings before starting of work. (The bearing capcity of soil is 8.0 T/Sqm. at 2.50m depth from firm GL) The earthquake resistant design must be in conformity with IS:456, IS:1893, IS:13932 & IS:13920 (latest versions).
Excavation of earth for pipeline trenches of Distribution System in following strata requiring the use of specials T&P such as pick axes, sabbals etc. or by blasting or by crow bars with a lift upto 1.5 m and lead upto 30 m. including refilling, watering, ramming of excavated earth into the trenches and removal & disposal of surplus earth upto a distance of 60 m. from the trenches including supply of all materials, labour, T & P etc. all complete.
Soil mixed with boulder and bajri
Medium rock
Supply, Carting, Laying & Jointing including confirmatory survey and Design of Distribution System/ Gravity Main of GI Medium Pipe confirfing to IS:1239(Part1) of following size including provision of specials and other appurtenant works such as fixing of air valve, sluice valve etc. at suitable points including making scouring arrangment at suitable location by fixing tee & gate valve etc. complete and also testing and commissioning of laid pipe line including supply of all materials, labour, T&P etc. complete.
32 mm dia GI (M) confirming to IS:1239(Part1)
25 mm dia GI (M) confirming to IS:1239(Part1)
20 mm dia GI(M) confirming to IS:1239(Part1)
15 mm dia GI(M) confirming to IS:1239(Part1)
Supply and fixing of following size Sluice Valve of PN 1.0 confirming to IS 14845:2000 including cartage of materials.(Kirloskar or KSB or Equivalent).
100 mm dia.
Supply and fixing of following size of Wheel / Gate Valve as per IS:788/1997 including cartage of materials.
80 mm dia (10 Kg/Sqm W.P.)
65 mm dia (10 Kg/Sqm W.P.)
50 mm dia (10 Kg/Sqm W.P.)
40 mm dia (10 Kg/Sqm W.P.)
32 mm dia (10 Kg/Sqm W.P.)
25 mm dia (10 Kg/Sqm W.P.)
20 mm dia (10 Kg/Sqm W.P.)
Construction of following Valve chamber in Brick Masonary along with fixing of manhole cover on top including supply of all materials, labour, T&P etc. complete required for proper completion of work.
Sluice/ Scour Valve Chamber (Size 1.2 m x 1.2 mx 1.15m)
Wheel Valve/Air valve Chamber (Size 0.6 m x 0.6 mx0.75m)
Dismantling of flexible pavements(Bitumin Roads) and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately.
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of surplus dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately
Re Instatement/making in good the Dismantled Road including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour, T&p, etc. required(As per PWD Specification)
Nominal mix 1:2:4 as per pwd specification
Reparing and restoring of existing PVC pipe line damage during excavation and laying of Pipe line work
Provision for Shifting of house connection from defunct Pipe line to new Pipe line and Provide new connection including supply of all specials but excluding cost of G.I.(Med) Pipe.
Provision for baricating work including supply of ballies, labour, T&P etc. complete of both sides.
Making inter connection with the existing D.I., M.S. Galvanised mains to new pipe line with required specials & fittings, including supply of all materials, labour, T&P etc. complete
Random Rubble stone masonary in 1:6 cement and sand mortar including supply of all materials, labour, T&P etc. complete.
M/S JEET SINGH TOMAR
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