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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.1 CrAccepted-AOC | ₹1.1 Cr Quoted ₹1.4 Cr | L-1 | Accepted-AOC FIRST LOWEST |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
9 Jan 2023, 5:00 pmClosed
EE UJS RANIKHET
EE UJS RANIKHET
BILLEKH WATER SUPPLY SCHEME AUGMENTATION WORK
2022_UKJS_53312_1
2901/E-TENDER/41 DATE 23-12-2022
Open Tender
Civil Works - Water Works
360 days
BLOCK TARIKHET
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE UJS RANIKHET
₹2.2 L
EE UJS RANIKHET
20 May 2023
27 Dec 2022
11 Jan 2023
27 Dec 2022
9 Jan 2023
27 Dec 2022
4 Jan 2023
Rates for BILEKH Water Supply Scheme .Block- TARIKHET, 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 Main
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.65 mm dia 5.2 mm thick
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
Supply & fixing of following Valves and Fittings.Cast Steel Sluive Valve 30kg/sqcm 125 mm dia
Supply of all materials, labour, T & P etc. and Construction of Sluice Valve / Reflux Valve / Scour Valve Chamber as per type design complete. (Size 1.20mx1.20mx1.20m.)
Supply of all materials, labour, T&P etc. and Construction of Anchor Block as per type design complete. (Size 1.0mx1.0mx1.0m.)
Cartage of following pipes, specials, valves and fittings from rail head Kathgodam up to site of work including loading, unloading and stacking complete.
Painting of MS ERW Pipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer)
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 Main
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.80mm 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 50mm dia
65mm dia
Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 50mm dia
65mm dia
Supply and fixing of the following fittings including cartage of materials, labour, T&P etc. complete. C.I. Air Valve Down screwed 15mm dia.
G.M. Wheel valves (Class I) as per IS 778/1971, 80mm 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 0.60mx0.60mx0.60m
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.
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. Medium Duty (class 'B') 15 mm
Medium Duty (class 'B') 20 mm
Medium Duty (class 'B') 25 mm
Medium Duty (class 'B') 32 mm
Medium Duty (class 'B') 40 mm
Medium Duty (class 'B') 50 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 20mm dia
Medium Duty (class 'B') 25 mm
Medium Duty (class 'B') 32 mm
Medium Duty (class 'B') 40 mm
Medium Duty (class 'B') 50 mm
Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 20mm dia
Medium Duty (class 'B') 25 mm
Medium Duty (class 'B') 32 mm
Medium Duty (class 'B') 40 mm
Medium Duty (class 'B') 50 mm
Supply and fixing of the following fittings including cartage of materials, labour, T&P etc. complete. C.I. Air Valve Down screwed 15mm dia.
G.M. Wheel valves (Class I) as per IS 778/1971 20mm dia
25mm dia
40mm dia
50mm dia
65mm dia
80mm 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 0.60mx0.60mx0.60m
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.
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 35.00 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
Storage Reservoir
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.
Guard Room
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks cluding all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction 1x4.0 m x 4.5 m x 0.60 m
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material,labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications 1x4.0 m x 4.5 m x 0.10 m
Random rubble stone Masonry laid in 1:4 cement and sand mortar, in breast walls, etaining walls, parapets, scuppers, etc. ncluding supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. 1 x 2 x 4.0 m x 0.23 m x 3.5 m = 6.44 1 x 2 x 4.04 m x 0.23 m x 3.5m = 6.51
Brick Masonry laid in 1:4 cement and sand mortar, in breast walls, etaining walls, parapets, scuppers, etc. ncluding supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. 1 x 2 x 4.0 m x 0.23 m x 3.5 m = 6.44 1 x 2 x 4.04 m x 0.23 m x 3.5m = 6.51
12 mm thick cement plaster in 1:4 with cement and fine sand mortar. 1 x 2 x 4.0 m x 3.5 m = 28 1 x 2 x 4.5 m x 3.5m = 31.5
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C grade M 20 1 x 4.0 m x 4.5m x 0.30 m
Supplying, fitting and placing TMT bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202(The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications first vision'2014)
100mm dia. G.I wash out pipe with plug
Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge.
35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) , including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in-charge
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
SUPPLY & FIXING OF PUMP & MOTOR
Pump of 200 LPM discharge at 300 m Head with 30 HP electric Pump
Motor of 30 HP 3200 RPM
Auto Starter delta starter panel complete supply and fixing
Double regulation flat with connection 20 mtr
Nut bolt Tool Box and other necessary spare parts for maintenance of pump house and other foreseen material
Transportation charges
Pump of 200 LPM discharge at 75 m Head with 5 HP electric Pump
motor of 5 HP , 2900 RPM Induction motor
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
Pumping Plant and Acces.
supply & Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 35 Sqmm 3 Core
Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required 250 amp
Supplying and making indoor cable end jointing with cast resin compound, including lugs and other jointing materials, for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : 70 Sqmm
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
Supply of main Piping and Valves compriging of following. 80mm dia m.s. column Pipe assembly having thickness 7.1 mm both ends flanged complete 150 meter length ( 03 metr length x 33 nos.) painted with 2 coats of anti corrosion bituminous black paint over 1 primer coat, M.S.D.F. Bend 90 Degree -02 Nos.80 mm dia CI D/F Sluice Valve P.N.1.0 -02 nos.80 mm dia CI D/F Reflex Valve -01 no. M.S.D/F Distance Piece 2.00 m length -01 no.M.S. D/F Tee -01 no.M.S. Distance Piece 3.00 m long -02 nos. Ventury -01 no. M.S. DI Clamp Heavy Duty -01 Set, M.S. T/W Cap 150mmx300 mm -01 no. Nut-bolts,Rubber/Fiber Packing for Joining above Pipes & Specials -01 Set
Supply of 100 mm dial Pressure Gauge with control cock & fitting of range 0-10 Kg/Sqcm -01 no.
Supply of following Tools required for maintenance of Pumping plants. DE Spanner Set -01 Set, Ring Spanner Set -01 Set, Screw Drivers -02 nos. Pliers -01 no.Hammer -01 no.Pipe Wrench 14 inch -01 no. Screw Wrench -01 no. Tong Tester -01 no.Chain Wrench 100 mm -02 nos.
Installation & Commisioning of Pumping Plants with accessories in side the Pump House but without Civil Works Such as laying of foundation,Cable Trench etc.
Testing of Pumping Plants at Site
Painting of entire installation with 02 coats of anti corrosion bituminous black paint over 1 primer coat Super Enamal Paint as per direction of Engineer Incharge
PUMP & MOTOR
Submersible pump & motor set 15 HP,100-500 LPM Discharge & 280 mtr
Auto Starter delta starter panel complete supply and fixing
Pump Set - Supply and fixing Centrifugal pump make Kirloskar (KSV) 100 mtr 90 LPM complete
Supply and fixing Induction motor make kirloskar/ comptor/ABB 2900 RPM , 3 phase 4 pole 440 V 50 Hz
Auto Starter delta starter panel complete supply and fixing
Double regulation flat with connection 20 mtr
Nut bolt Tool Box and other necessary spare parts for maintenance of pump house and other foreseen material
Base Plate for Pump
Transportation charges
NRV valves 80 mm With (PN Rating 3.0)
NRV valves 80 mm ( PN Rating 3.0)
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