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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.5 CrAccepted-AOC VILLAGE KAIRWAN KARANPUR PO RAJPUR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹3.5 Cr | 1 | Accepted-AOC L1 Qualified |
| 2 | 2₹3.5 Cr+₹1.2 L (0.35%)Rejected-Finance | ₹3.5 Cr+₹1.2 L (0.35%) | 2 | Rejected-Finance 2nd lowest |
| 3 | 3₹3.6 Cr+₹15.7 L (4.51%)Rejected-Finance 108 3 CHANDAR NAGAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹3.6 Cr+₹15.7 L (4.51%) | 3 | Rejected-Finance 3rd lowest |
| Sl No | Description | Qty | Unit | SAKLA NAND LAKHERA L1 | Kamal Traders L2 | MITTAL MACHINES PVT LTD L3 |
|---|---|---|---|---|---|---|
| 1.00Civil Works | ||||||
| 2.00 | Supply of all materials, labour, equipments, tools and plants required for construction of RCC Source collecting Chamber as per Type design on Gadawad Khadd with intake arrangement to fullfil the required discharge 300lpm. | 1 | No. | - | - | - |
| 3.00 | Design and Supply of all materials, labour T & P etc. and equipments to construct 0.15MLD SCC cum RCC Roughening Filter consisting of all required arrangement including cartage of all materials, labour, T & p etc. as per Type design required for proper completion of work. | 1 | No. | - | - | - |
| 4.00Excavation of earth for pipeline trenches of Raw, Clear water rising main, Feeder Main and 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. | ||||||
| 4.01 | Soil mixed with boulder and bajri | 4,500 | Cum | - | - | - |
| 4.02 | Medium rock | 2,000 | Cum | - | - | - |
| 5.00Supplying, cartage, laying, jointing, fixing & welding including confirmatory Survey and design of rising main of following MS ERW Pipes grade Yst 210 / API pipes confirming to API 5L, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete, duly painted out side with anticorrosive paint from factory and in case of damege of this painted layer it shall be done at site before laying without any extra cost and other appurtenent works such as fixing of wheel valve, sulice valve, reflux valve at suitable points including making scouring arraingment at suitable location by fixing tee and gate valve, making of by pass arrangments at sump cum CWR & TOP CWR etc. complete and also testing and commissioning of laid pipe line including supply of all materials, labour, T&P etc. complete. | ||||||
| 5.01For Rising Main | ||||||
| 5.02 | MSERW Pipe grade yst 210 of 80 mm Dia 4.80 mm Thickness | 700 | Mtr. | - | - | - |
| 5.03 | MSERW Pipe grade yst 210 of 65 mm Dia 4.80 mm Thickness | 1,470 | Mtr. | - | - | - |
Tender Value
Refer Docs
EMD Value
₹7.8 L
Closing Date
20 Jul 2020, 5:00 pmClosed
Superintending Engineer
Office of Superintending Engineer Construction Circle UKPJN Dehradun
Udava GOV Pumping Water Supply Scheme including confirmatory survey design testing and commissioning of different pipe lines etc complete with 06 months trial and run
2020_MDPEY_23633_2
Letter No 1484/NIVIDA/141, dated 11.05.2020
Open Tender
Civil Works
Item Rate
365 days
Vikasnagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer Construction Division UKPJN
₹7.8 L
13 Aug 2025
4 Jul 2020
22 Jul 2020
6 Jul 2020
20 Jul 2020
11 Jul 2020
Amount
Civil Works
Supply of all materials, labour, equipments, tools and plants required for construction of RCC Source collecting Chamber as per Type design on Gadawad Khadd with intake arrangement to fullfil the required discharge 300lpm.
Design and Supply of all materials, labour T & P etc. and equipments to construct 0.15MLD SCC cum RCC Roughening Filter consisting of all required arrangement including cartage of all materials, labour, T & p etc. as per Type design required for proper completion of work.
Excavation of earth for pipeline trenches of Raw, Clear water rising main, Feeder Main and 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
Supplying, cartage, laying, jointing, fixing & welding including confirmatory Survey and design of rising main of following MS ERW Pipes grade Yst 210 / API pipes confirming to API 5L, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete, duly painted out side with anticorrosive paint from factory and in case of damege of this painted layer it shall be done at site before laying without any extra cost and other appurtenent works such as fixing of wheel valve, sulice valve, reflux valve at suitable points including making scouring arraingment at suitable location by fixing tee and gate valve, making of by pass arrangments at sump cum CWR & TOP CWR etc. complete and also testing and commissioning of laid pipe line including supply of all materials, labour, T&P etc. complete.
For Rising Main
MSERW Pipe grade yst 210 of 80 mm Dia 4.80 mm Thickness
MSERW Pipe grade yst 210 of 65 mm Dia 4.80 mm Thickness
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.
65 mm dia GI (M) confirming to IS:1239(Part1)
50 mm dia GI (M) confirming to IS:1239(Part1)
40 mm dia GI (M) confirming to IS:1239(Part1)
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)
Design, testing bearing capacity of soil & construction of Pump House Cum Guard Room as follows made up of Brick masonry with R.C.C. flat / slope roof at each pumping station i.e. MPS, IPS-I and IPS-II and other appurtenant works as per approved design & drawing including supply of all materials, labour, T&P etc. complete including cartage of materials
At MPS (7.00 x 7.50 x 4.50) mtr.
At IPS Ist (7.00 x 7.50 x 4.50) mtr.
At IPS IInd (7.00 x 7.50 x 4.50) mtr.
Design, testing bearing capacity of soil for construction of Staff Quarter of following type made up of Brick masonry with R.C.C. flat roof at each pumping station i.e. MPS, IPS-I, IPS-II and at Top CWR and other appurtenant works as per approved design & drawing including supply of all materials, labour, T&P etc. complete including cartage of materials
Type I (Plinth Area – 43.00 Sqm)
Design, testing of bearing capacity of soil and construction of R.C.C. CWR/SUMP of following capacities ( in kiloliters ) with including supply of necessary scaffolding, shuttering and other accessories along with construction of valve chambers, supply and Fixing of M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out 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) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials and also connection with the existing network along with carting of all materials including supply of all materials, labour, T&P etc. complete(For CWRs Upto 50KL in all Areas ).
55 KL Capacity RCC CWR
40 KL Capacity RCC CWR
15 KL Capacity RCC CWR
Design and Construction of boundary wall made up of half brick masonry and column of full brick masonry 1.5 m height with suitable foundation detail at each pumping station and CWR's including supply of all material, labour, T&P etc. complete for proper completion of work including cartage of material.
Supply and Fixing of barbered wire fencing with suitable angle iron post as per approved design & drawing at MPS, IPS-I, IPS-II, IPS-III and Top CWR campus and also around the CWRs including supply of all materials, labour, T&P etc. complete including cartage of materials
Supply and fixing of M.S. Iron Gate 2.0 m wide & 1.5 m height with pillers as per approved design & drawing including supply of all materials, labour, T&P etc. complete including cartage of materials
Construction of 1.0 m wide Briddle Path for cartage of materials between intake work site and road head and upto Top CWR including necessary side protection with R.R. 1:6 Stone Masonry (Avg. height 30 cm on both sides) including dressing & leveling of ground including supply of all materials, labour, T&P etc. complete including cartage of materials
Supply and fixing of following size of CS D/F Reflux Valve as per BS 1868 / API 6D for Clear Water Rising Main including cartage of materials.(Kirloskar or KSB or Equivalent).
80 mm dia. Cast steel Reflux / Swing Check Valve, Class 150
65 mm dia. Cast steel Reflux / Swing Check Valve, Class 150
Supplying, Carting, fixing of following size of CI/DF double acting Air valve of rising main as per IS 14845: 2000 with caps etc flanged drilled as per IS 1538/70 ISI marked etc. at suitable points including supply of all materials, labour and T&P etc. complete.
Air valve 20mm (upto 15 kg)
ACTARIS Bulk Water Meters model Woltex Class B magnetically coupled pre equipped for remote reading. Confirming to IS: 779-1994
Supply and fixing of following size of Wheel / Gate Valve as per IS:788/1997 including cartage of materials.
For Feeder Main / Distribution system
20 mm dia (10 Kg/Sqm W.P.)
25 mm dia (10 Kg/Sqm W.P.)
32 mm dia (10 Kg/Sqm W.P.)
40 mm dia (10 Kg/Sqm W.P.)
50 mm dia (10 Kg/Sqm W.P.)
65 mm dia (10 Kg/Sqm W.P.)
Construction of following Valve chamber in R.C.C. 1:1.5:3 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)
Water Meter Chamber (Size 0.60 m x 0.60 mx0.75m)
Construction of Anchor Block/ RCC Pillars as per designed (Size 0.75 m x 0.75 m x 1.20 m) in R.C.C. 1:1.5:3 along the alignment of Raw Water Rising Main/ Clear Water Rising Main including supply of all materials, labour, T&P etc. complete including cartage of materials.
Construction of Break Pressure Tank in RCC 1:1.5:3 (Size 1.0 m x 1.0 m x 1.0 m) along the alignment of feeder main and other appurtenant work including supply of all materials, labour, T&P etc. complete including cartage of materials
Supply of all materials, labour, T & P etc. and costruction of Pillar Type Stand Posts as per type design
Protection works for Site Development, Intake Work,Raw Water Rising Main, Clear Water Reservoir, Pump House, Staff Quarter, Sump, Service Reservoir etc. as per site conditions wherever necessary as follows :-
Excavation in following strata for foundation requiring the use of special T&P such as Pick Axes, Sabbels etc. or by blasting or bycrow bars with a lift up to 1.5 m and laid upto 30 m including refilling, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth upto a distance of 60 m including supply of all materials, labour, T&P etc. complete including cartage of materials it is estimated that 75% excavation will be in soil mixed with shingle, bazri, boulder and rest of 25% will be in medium rock.
Soil mixed with boulder
Medium rock
Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification)
P.C.C. 1:4:8 with 40 mm gauge stone ballast including supply of all materials, labour, T&P etc. complete.
P.C.C. 1:2:4 with 20 mm gauge stone ballast 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.
Random Rubble stone masonry laid dry including supply of all materials, labour, T&P etc. complete.
Construction of R.C.C. Pillar (Size 0.6 m x 0.6 m x 1.2 m) in 1:2:4 cement, sand, and 20 mm gauge stone ballast along the alignment of raw water gravity main including supply of all materials, labour, T&P etc. complete including cartage of materials.
Electrical and Mechanical Works
MPS- Centrifugal pump set
Additional rate for per (+) 10 mtr change in pumping head (MPS)
Deduction rate for per (-) 10 mtr change in pumping head (MPS)
Motor
Base Plate
FULLY AUTOMATIC AUTO TRANSFORMER STARTER
Control Panel
70 mm² Al. conductor 3.5 core armoured cable of 1.1 KV grade
25 mm² Cu conductor 3 core submersible cable of 1.1 KV grade
Jointing material such as lugs, tape etc.
Earthing
80 mm dia C.I D/F Sluice valve of Class PN 1.0
80 mm dia CS DF sluice valve Class 300 ASA
80 mm dia C.S D/F Reflex valve of Class 300 ASA
PIPE & FITTING
GAUGES
Spare pump
Spare motor
Rubber resistance sheet
Tools
H.O.T. Crane 1 Ton
100 KVA 3 phase servo voltage stablizer
Testing at works
Painting
IPS-I Centrifugal pump set
Additional rate for per (+) 10 mtr change in pumping head (IPS-I)
Deduction rate for per (-) 10 mtr change in pumping head (IPS-I)
Motor
Base Plate
FULLY AUTOMATIC AUTO TRANSFORMER STARTER
Control Panel
70 mm² Al. conductor 3.5 core armoured cable of 1.1 KV grade
25 mm² Cu conductor 3 core submersible cable of 1.1 KV grade
Jointing material such as lugs, tape etc.
Earthing
80 mm dia C.I D/F Sluice valve of Class PN 1.0
80 mm dia CS DF sluice valve Class 300 ASA
80 mm dia C.S D/F Reflex valve of Class 300 ASA
PIPE & FITTING
GAUGES
Spare pump
Spare motor
Rubber resistance sheet
Tools
H.O.T. Crane 1 Ton
100 KVA 3 phase servo voltage stablizer
Testing at works
Painting
IPS-II Centrifugal pump set
Additional rate for per (+) 10 mtr change in pumping head (IPS-II)
Deduction rate for per (-) 10 mtr change in pumping head (IPS-II)
Motor
Base Plate
FULLY AUTOMATIC AUTO TRANSFORMER STARTER
Control Panel
70 mm² Al. conductor 3.5 core armoured cable of 1.1 KV grade
25 mm² Cu conductor 3 core submersible cable of 1.1 KV grade
Jointing material such as lugs, tape etc.
Earthing
80 mm dia C.I D/F Sluice valve of Class PN 1.0
80 mm dia CS DF sluice valve Class 300 ASA
80 mm dia C.S D/F Reflex valve of Class 300 ASA
PIPE & FITTING
GAUGES
Spare pump
Spare motor
Rubber resistance sheet
Tools
H.O.T. Crane 1 Ton
100 KVA 3 phase servo voltage stablizer
Testing at works
Painting
Supply and installation of transformer 100 KVA
Testing & Commissioning of Transformer
Fencing of transformers
Earthing of transformers
Internal & external electrification of pump houses and staff quarters
Operation & Maintenance
Kamal Traders
MITTAL MACHINES PVT LTD
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