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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 CrAccepted-AOC | ₹1.3 Cr Quoted ₹1.7 Cr | 1 | Accepted-AOC bid accepted |
| 2 | Rejected-Technical | - | - | Rejected-Technical DOCUMENT INCOMPELTE |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
19 Dec 2022, 5:00 pmClosed
EE UJS RANIKHET
EE UJS RANIKHET
TODARA PUMPING WATER SUPPLY SCHEME AGUMENTATION WORK
2022_UKJS_52375_1
2764/E-TENDER/32 DATE 03-12-2022
Open Tender
Civil Works - Water Works
240 days
BLOCK DWARAHAT
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE UJS RANIKHET
₹2.7 L
EE UJS RANIKHET
2 May 2023
7 Dec 2022
21 Dec 2022
7 Dec 2022
19 Dec 2022
7 Dec 2022
12 Dec 2022
Rates for TODARA PUMPING Water Supply Scheme .Block- DWARAHAT, District – Almora
Source and Tratment Work
Construction of R.C.C. Intake chamber having (1.0mx1.0mx1.5m) size at tapping point of Kullu gadhera and Kaffi Gair for collection of water including supply of all materials,labour, T&P etc. complete.
French well as per Departmental Type Design
Steel Intake chamber
Construction of R.C.C. roughening filter cum screening chamber nearby Dudela gad gadhera I & II including supply of all materials,labour, T&P etc. complete.
Earthwork in soil mixed etc
RR dry
plum concrete
Rising System
Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment,Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. 80mm dia 4.8 mm Thickness
Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock.Soil mixed
Medium Rock
Painting of MS ERW Pipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer)
Protection Work as per actual
Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m in all kinds of soil.
Concrete with cement, coarse sand & 40mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material, labour and T&P etc. required for proper completion of work, as per drawing and technical specification clause 802, 803, 1202 & 1203.
Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.
Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.
Providing cement concrete, nominal mix in 1:2:4 with cement, coarse sand & 20mm gauge stone ballast in open foundations, as per drawing and technical specification clause 802, 803, 1202 & 1203.
Distribution system
Providing of all materials,Carting from site store to site of work,Laying & jointing of GI (M) screwed pipes(including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.15mm dia
20 mm dia
25 mm dia
40 mm dia
50 mm dia
65 mm dia
Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock. Soil mixed
Medium Rock
Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50.00m but excluding the cost of earth work 15mm dia
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 15mm dia
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
C.I. Air Valve Down screwed 20mm dia.
G.M. Wheel valves (Class I) as per IS 778/1971, 20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
Constructing stone masonry Chamber's of following sizes in cement mortar 1:6 (1 cement : 6 coarse sand) i/c necessary excavation, foundation concrete 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:4 (1 cement : 4 coarse sand) 20mm thick, as per standard design : Sluice Valve Chamber of size 1.20mx1.20mx1.20m
Gate/ Air Valve Chamber of size 0.60mx 0.60mx 0.60m
Cartage of following pipes, specials, valves and fittings from rail head Kathgodam up to site of work including loading, unloading and stacking complete.
Provision for FHTC works in revenue villages
Dismantling of Flexible Pavements by manual meansBituminous Courses
Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.
Protection Work as per actual
Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m in all kinds of soil.
Concrete with cement, coarse sand & 40mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material, labour and T&P etc. required for proper completion of work, as per drawing and technical specification clause 802, 803, 1202 & 1203.
Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.
Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.
Providing cement concrete, nominal mix in 1:2:4 with cement, coarse sand & 20mm gauge stone ballast in open foundations, as per drawing and technical specification clause 802, 803, 1202 & 1203.
Gravity System
Providing of all materials,Carting from site store to site of work,Laying & jointing of GI (M) screwed pipes(including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. Medium Duty (class 'B') 80 mm
Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock. Soil mixed
Medium Rock
Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50.00m but excluding the cost of earth work 50 mm dia
Medium Duty (class 'B') 65 mm
Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 50mm dia
Medium Duty (class 'B') 65 mm
Constructing stone masonry Chamber's of following sizes in cement mortar 1:6 (1 cement : 6 coarse sand) i/c necessary excavation, foundation concrete 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:4 (1 cement : 4 coarse sand) 20mm thick, as per standard design : Sluice Valve Chamber of size 1.20mx1.20mx1.20m
Cartage of following pipes, specials, valves and fittings from rail head Kathgodam up to site of work including loading, unloading and stacking complete.
Dismantling of Flexible Pavements by manual meansBituminous Courses
Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.
Protection Work as per actual
Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m in all kinds of soil.
Concrete with cement, coarse sand & 40mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material, labour and T&P etc. required for proper completion of work, as per drawing and technical specification clause 802, 803, 1202 & 1203.
Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.
Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.
Providing cement concrete, nominal mix in 1:2:4 with cement, coarse sand & 20mm gauge stone ballast in open foundations, as per drawing and technical specification clause 802, 803, 1202 & 1203.
Storage Reservoir
Supply of all materials, labour and T & P etc. and construction of R.C.C. Sump / Clear Water Reservoir of following Capacity in K.L. as per type design and drawing including fixing of pipes and fittings including cartage of materials etc. Complete 10 KL
Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m in all kinds of soil. Extra excavation for site development for CWR's
Protection Works as detailed below.
Concrete with cement, coarse sand & 40mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material, labour and T&P etc. required for proper completion of work, as per drawing and technical specification clause 802, 803, 1202 & 1203.
Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.
Barbed wire fencing
Supplying at site Angle iron post & strut 45X45X5 mm
Providing cement concrete, nominal mix in 1:2:4 with cement, coarse sand & 20mm gauge stone ballast in open foundations, as per drawing and technical specification clause 802, 803, 1202 & 1203.
Repairing of old existing CWR with general repairing, whitewashing, wall writing etc.
PUMP HOUSE MAINTENANCE
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706
Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 14-7-2 Cement conrete blocks grade M 15
Electrical works such as ( wiring ,Switches,) Supplying and fixing with all labours and cartages
Provision of 1.20 m wide M.S. Iron Gate with Pillars complete in all respect.
Barbed wire fencing
Supplying at site Angle iron post & strut 45X45X5 mm
PUMP & MOTOR
Centrifugal pump set 30 HP,250 LPM Discharge & 150-220 mtr
Motor of 30 HP 3000 RPM
Auto Starter delta starter panel complete supply and fixing
Pump of 300 LPM discharge at 250 m Head with 30 HP electric Pump
Motor of 30 HP 3200 RPM
Auto Starter delta starter panel complete supply and fixing
Nut bolt Tool Box and other necessary spare parts for maintenance of pump house and other foreseen material
Transportation charges
Supply and fixing of all material PUMP,MOTOR & STARTER
NRV valves 100 mm PN Rating 3.0
AUTOMATION SYSTEM FOR PUMP HOUSE
IRTU/PLC intelligent GSM based Remote Terminal Units of With analog and Digital Parameters and features as specified one each for 2 Pumps to store and transmit data on GSM backbone.
GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.
Level transmitter as specified automatic 0-10 mtr
Intelligent Energy meter suitable for automation
Valve autuator for 80 mm dia valve
Auto phase reversal unit 100 HP-150 HP
Actuator Panels
Hard wired Timer circuit for actuators
Pressure transmitter
Isolation Transformer (440 V step down 220 V for Protection of site Electric
Over Voltage & Under Voltage Trip Protection (350 V- 450 V)
Electronic flow Metors for line Sizes of Automata/E & H/Nivo make for 80 mm line size with local electronic (display and set point facility)
2 Core Cable 1.5 mm
4 Core Cable 1.5 mm
10 Core Cable 1.5 mm
conduit pipe 1"
conduit pipe 1.5"
Accessories like conduct pipe flexible pipe, PVC bend,AC & DC relays with base, lugs etc.
Erection commissioning of all instruments and customization of software.
Operation and maintenance of pumping station by atomization
Labours needed for fixing automation system in pump house
K K Enterprises
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