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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance | ₹3.8 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-EMD & Tender Fee Not Submited |
| 3 | Rejected-Technical 825 GANDHI CHOWK RANIKHET 263645 DISTRICT ALMORA | RANIKHET | ALMORA | UTTARAKHAND | 263645 | - | - | Rejected-Technical Technical disqualified |
| Sl No | Description | Qty | Unit | M/s Trilok Rawat L1 |
|---|---|---|---|---|
| 1.01CIVIL WORK:- | ||||
| 1.02Source and treatment works- | ||||
| 1.03Supply of all materials, labour, T&P etc and construction of following works as per typedesign and drawing complete | ||||
| 1.04 | 5.0 meter dia and about 8.0 meter depth below river bed inflitration well including cost of pump house supermounted over inflitration well and supply of all materials, cartage, labour and T&P etc. but excluding cost of pumps, motor and all other electrical equipments | 1 | Nos | 75,80,000 ₹75,80,000 Lowest |
| 1.05 | Supply of all materials, labour T&P etc and fixing of bucket type chlorinator of 25 litre capacity | 4 | Job | 35,600 ₹35,600 Lowest |
| 1.06Protection works for source and treatment (Detail below) | ||||
| 1.07 | Construction work for Random Rubble Stone masonary laid in 1:6 cement and sand mortar in breast walls, retaining walls, parapets scuppers etc. including Supply of all materials, labour T&P Royalties etc complete as per drawing and technical specification clauses 702,704,1202 &1203 of Mord specifications | 175 | cum | 6,70,250 ₹6,70,250 Lowest |
| 1.08 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth
level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size). | 8 | cum | 40,880 ₹40,880 Lowest |
| 1.09 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth
level in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size). | 8 | cum | 54,240 ₹54,240 Lowest |
| 1.10 | Construction work for Approach path at inflitration well as per including Supply of all materials, labour T&P; Royalties etc complete as per drawing and technical specification | 150 | Meter | 1,86,000 ₹1,86,000 Lowest |
Tender Value
₹3.9 Cr
EMD Value
₹8.2 L
Closing Date
12 Apr 2023, 5:00 pmClosed
EXECUTIVE ENGINEER
OFFICE OF EXECUTIVE ENGINEER UTTARAKHAND JAL SANTHAN PUROLA
Construction of all civil and E and M works consisting of supplying laying and Jointing of GI MSERW heavy or medium pipes under Kandi pumping W S Scheme
2023_UKJS_56988_1
2209/E-Nivida/2022-23 Dated 31.03.2023
Open Tender
Civil Works - Water Works
Item Wise
360 days
PUROLA
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Yes
EXECUTIVE ENGINEER UTTARAKHAND JAL SANTHAN PUROLA
₹8.2 L
Yes
UJS PUROLA
26 Apr 2023
3 Apr 2023
14 Apr 2023
3 Apr 2023
12 Apr 2023
3 Apr 2023
5 Apr 2023
CIVIL WORK:-
Source and treatment works-
Supply of all materials, labour, T&P etc and construction of following works as per typedesign and drawing complete
5.0 meter dia and about 8.0 meter depth below river bed inflitration well including cost of pump house supermounted over inflitration well and supply of all materials, cartage, labour and T&P etc. but excluding cost of pumps, motor and all other electrical equipments
Supply of all materials, labour T&P etc and fixing of bucket type chlorinator of 25 litre capacity
Protection works for source and treatment (Detail below)
Construction work for Random Rubble Stone masonary laid in 1:6 cement and sand mortar in breast walls, retaining walls, parapets scuppers etc. including Supply of all materials, labour T&P Royalties etc complete as per drawing and technical specification clauses 702,704,1202 &1203 of Mord specifications
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size).
Construction work for Approach path at inflitration well as per including Supply of all materials, labour T&P; Royalties etc complete as per drawing and technical specification
Rising main works-
Providing, carting from store to site of works & laying, jointing of following sizes of pipes.
80mm dia and 3.2mm thick (MSERW Yst 210)
80mm dia and 4.8mm thick (MSERW Yst 210)/API 5L grade X-46
50mm dia and 4.4mm thick (MSERW Yst 210)/API 5L grade X-46
Supply of specials @5% of the cost of pipe
Excavation of earth for pipe line in following strata lift up to 1.5m. lead up to 30 M. including refilling watering ramming of excavated earth into the trenches and removal of surplus earth up to a distabce of 60 m. from trenches including supply of labour and T&P etc complete. Assuming that 90% pipe laid in trenches, it is estimated that 75% excavation will be in soil mixed with singhel bajri & boulders and rest 25 % will be in medium rock.
Soil mixed with bajri and boulder
Medium rock
Supply, cartage lowering them into the trenches laying true to alignment and gradient jointing and fixing with pipe line including cutting and treading making up lengthes as required for proper completion of work with the following fittings including cartage of materials, labours, t&p etc complete
Scour/Sluice valves (PN-1.6) AS PER IS 14846/2000
80 mm dia
50 mm dia
High head cast steel air valves
50 mm dia 600 class
25 mm dia 300 class
Supply of all materials labours, t&p etc. and contruct scour/ sluice/air valve chamber as per type design complete
Supply of all materials labours, t&p etc. and contruct anchor/thrust blocksas as per type design complete
Protection works for Rising main (Detail below)
Excavation of earth for pipe line in following strata lift up to 1.5m. lead up to 30 M. including refilling watering ramming of excavated earth into the trenches and removal of surplus earth up to a distabce of 60 m. from trenches including supply of labour and T&P etc complete. Assuming that 90% pipe laid in trenches, it is estimated that 75% excavation will be in soil mixed with singhel bajri & boulders and rest 25 % will be in medium rock.
Soil mixed with bajri and boulder
Construction work for Random Rubble Stone masonary laid in 1:6 cement and sand mortar in breast walls, retaining walls, parapets scuppers etc. including Supply of all materials, labour T&P Royalties etc complete as per drawing and technical specification clauses 702,704,1202 &1203 of Mord specifications
Construction work for Random Rubble Stone masonary laid in Dry in breast walls, retaining walls etc. including Supply of all materials, labour T&P Royalties etc complete as per drawing and technical specification clauses 702,704,1202 &1203 of Mord specifications
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size).
Clear water Reservoir
Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside the tank and alluminium ladder inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, 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, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2. (details as per inclose estimate)
MPS 20 Kl
IPS-I 135 KL
Construction of RCC semi sunk Reservoir including supply of all materials labour and T&P etc. complete and testing of C.W.R.
Protection works for C.W.R. (Detail below)
Provision for boundary wall or such other works all round the land/ pumping station for preventing approach of unauthorised souls.
Gate (3.6 m. wide iron gate with pillars)
Gate (1.0 m. x 2.4 iron gate with pillars)
Gravity main works-
Providing, carting from store to site of works & laying, jointing of following sizes of G.I. Medium quality screwed pipes with specials and fittings in trenches.
25 mm dia
32 mm dia
40 mm dia
50 mm dia
Supply of G.I. special @5% of the cost of pipe
Excavation of earth for pipe line in following strata lift up to 1.5m. lead up to 30 M. including refilling watering ramming of excavated earth into the trenches and removal of surplus earth up to a distabce of 60 m. from trenches including supply of labour and T&P etc complete. Assuming that 90% pipe laid in trenches, it is estimated that 75% excavation will be in soil mixed with singhel bajri & boulders and rest 25 % will be in medium rock.
Soil mixed with bajri and boulder
Medium rock
Supply, cartage lowering them into the trenches laying true to alignment and gradient jointing and fixing with pipe line including cutting and treading making up lengthes as required for proper completion of work with the following fittings including cartage of materials, labours, t&p etc complete
Wheel valves (class-I) as per IS 788/1997
25 mm dia
32 mm dia
40 mm dia
50 mm dia
Air valves
20 mm dia
Supply of all materials labours, t&p etc. and contruct wheel valve chamber as per type design complete
Supply of all materials labours, t&p etc. and contruct air valves as per type design complete
Protection works for Gravity main (Detail below)
Excavation of earth for pipe line in following strata lift up to 1.5m. lead up to 30 M. including refilling watering ramming of excavated earth into the trenches and removal of surplus earth up to a distabce of 60 m. from trenches including supply of labour and T&P etc complete. Assuming that 90% pipe laid in trenches, it is estimated that 75% excavation will be in soil mixed with singhel bajri & boulders and rest 25 % will be in medium rock.
Soil mixed with bajri and boulder
Construction work for Random Rubble Stone masonary laid in 1:6 cement and sand mortar in breast walls, retaining walls, parapets scuppers etc. including Supply of all materials, labour T&P Royalties etc complete as per drawing and technical specification clauses 702,704,1202 &1203 of Mord specifications
Construction work for Random Rubble Stone masonary laid in Dry in breast walls, retaining walls etc. including Supply of all materials, labour T&P Royalties etc complete as per drawing and technical specification clauses 702,704,1202 &1203 of Mord specifications
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size).
Distribution main works-
Providing, carting from store to site of works & laying, jointing of following sizes of G.I. Medium quality screwed pipes with specials and fittings in trenches.
32 mm dia
40 mm dia
80 mm dia
100 mm dia
Supply of G.I. special @5% of the cost of pipe
Excavation of earth for pipe line in following strata lift up to 1.5m. lead up to 30 M. including refilling watering ramming of excavated earth into the trenches and removal of surplus earth up to a distabce of 60 m. from trenches including supply of labour and T&P etc complete. Assuming that 90% pipe laid in trenches, it is estimated that 75% excavation will be in soil mixed with singhel bajri & boulders and rest 25 % will be in medium rock.
Soil mixed with bajri and boulder
Medium rock
Supply, cartage lowering them into the trenches laying true to alignment and gradient jointing and fixing with pipe line including cutting and treading making up lengthes as required for proper completion of work with the following fittings including cartage of materials, labours, t&p etc complete
Wheel valves (class-I) as per IS 788/1997
32 mm dia
40 mm dia
80 mm dia
Air valves
20 mm dia
Supply of all materials labours, t&p etc. and contruct wheel valve chamber as per type design complete
Supply of all materials labours, t&p etc. and contruct air valves as per type design complete
Protection works for Distribution main (Detail below)
Excavation of earth for pipe line in following strata lift up to 1.5m. lead up to 30 M. including refilling watering ramming of excavated earth into the trenches and removal of surplus earth up to a distabce of 60 m. from trenches including supply of labour and T&P etc complete. Assuming that 90% pipe laid in trenches, it is estimated that 75% excavation will be in soil mixed with singhel bajri & boulders and rest 25 % will be in medium rock.
Soil mixed with bajri and boulder
Construction work for Random Rubble Stone masonary laid in 1:6 cement and sand mortar in breast walls, retaining walls, parapets scuppers etc. including Supply of all materials, labour T&P Royalties etc complete as per drawing and technical specification clauses 702,704,1202 &1203 of Mord specifications
Construction work for Random Rubble Stone masonary laid in Dry in breast walls, retaining walls etc. including Supply of all materials, labour T&P Royalties etc complete as per drawing and technical specification clauses 702,704,1202 &1203 of Mord specifications
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size).
Pump House and other building works
Supply of all materials, labour T&P etc and construct following pump hose as per drawing including cost of all labour & fitting etc. complete
One no. Pump house at I.P.S. having size 6.0x5.0x4.0 M. as per drawing, including cost of all materials, labour cartage and T&P
Supply of all materials, labour T&P etc and construct residances for care takers/operators or chaukidars for effective operation and maintenance of the scheme and pumps etc. (02 nos)
Supply of all materials, labour T&P etc and construct H.T. Pannel room (Size 4M. X 3M.) one at each pumping station and I.W. site
Supply of all materials, labour T&P etc and construct foundation(Size 2.4m.x 1.0m. X 1.0m.) for pumping plants one at each pumping station
Protection works for Pump hose and Building
Excavation of earth for pipe line in following strata lift up to 1.5m. lead up to 30 M. including refilling watering ramming of excavated earth into the trenches and removal of surplus earth up to a distabce of 60 m. from trenches including supply of labour and T&P etc complete. Assuming that 90% pipe laid in trenches, it is estimated that 75% excavation will be in soil mixed with singhel bajri & boulders and rest 25 % will be in medium rock.
Soil mixed with bajri and boulder
Construction work for Random Rubble Stone masonary laid in 1:6 cement and sand mortar in breast walls, retaining walls, parapets scuppers etc. including Supply of all materials, labour T&P Royalties etc complete as per drawing and technical specification clauses 702,704,1202 &1203 of Mord specifications
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size).
Cartage of G.I./ M.S ERW pipe (as per site requirement)
Provision of Hiring of Godown during execution of work
E&M (Electrical and Mechanical):-
PUMPING MACHINERY AT THREE STAGES- (2 SET EACH STAGE) as per specification (details as per below)
Pumping plant for Inflitration well
Submersible pump set capable of following specification with suitable electric motor to be operated on 415( +/-) 10% volts 3 phase, 50 C/s Discharge 600 LPM HEAD 110 Mtrs.
star delta starter cum Panel suitable for above pump
MCCB 125 AMP (with wooden board)
Power wiring 1x3x16 sq. mm submersible cable
Supply of Al Armoured cable of size 35 sq mm 3.5 core
Jointing material such as tape, lugs etc
Earthing f pumping plant with GI earth strip, GI watering pipe salt and charcol etc as required for double loop earthing
Main piping and valves
100 mm diax 4.8 mm thick MS column pipe in 3 meter length with interlocking arrangement (35 mt) 100 mm dia C.I. D.F. Sluice valve PN-1.0 (02NOS), 100mm dia C.I. D.F. Reflux valve PN-1.0 (02NOS), ,100x100x100 mm dia C.I.A.F. Tee (01no.), 100 mm dia CI D/F bend (02 nos) , 100mmdia MS D/F pipe 1.0 meter lenth (02nos), 100 mm dia MS D/F pipe 1.50 meter length (02nos)
Necessary nut bolt and packings (1 set)
2 Ton cap. And 4.5 MT lift chain pully block
Necessary tools and spanners
Rubber resistance sheets 25 mm thick
Clorination plant with all accessories i.e. dozer/injector pump , collection tank (100ltr. Capacity) , sodium hypochlorite solution (100litre), Cl test kit etc.
Installtion and commissioning of pumping plant and accessories
Testing of pumping plant
Painting
75 KVA SERVO voltage copper wound 3 phase 4 WIRE, INPUT Voltage(320-480 v), output voltage 400+/- 1% for pumping plant with acessories as TPN change over switch, cable etc. complete
Main pumping station (MPS)
Centrifugal pump set, (Q)-600 LPM , Head 392 meters
Motor for above pump
Base plate for above pump set
Fully automatic auto transfarmer starter suitable for above motor(oil cooled)
Control panel suitable for above pumping plant
150 mm sq Al conductor armoured , 3.5 core XLPE cable of 1.1 kv GRADE
50 mm sq Cu conductor 1 core submersible cable of 1.1 KV Grade
Jointing material such as tape, lugs etc
Double loop G.I. earthing
Main piping and valves comprising of the following
80 mm dia C.I. D/F Sluice valve of class PN 1.0
80 mm dia CS DF sluice valve class 600 ASA
80 mm dia CS D/F reflux valve class 600 ASA-03 nos
Pipe and fitting -1 set
Gauges (0-52 kg/cm2)
Tools
Supply of spare of starter (connector-03nos, over load relay-01 no., timer -02no.)
Hot gantry 3 ton with 8 meter span lift capacity with geared travelling trolly with two girder in the pump house
Automatic chlorine meter along with IOT Device
Rubber resistence sheet (size 1mx2mx0.025m)
Installation
Commissioning
Testing
At works
At Site
Painting
160 KVA KVA SERVO voltage copper wound 3 phase 4 WIRE, INPUT Voltage(320-480 v), output voltage 400+/- 1% for pumping plant with acessories as TPN change over switch, cable etc. complete
Intermediate pumping station-I (IPS)
Centrifugal pump set, (Q)-300 LPM , Head 503 meters
Motor for above pump
Base plate for above pump set
Fully automatic auto transfarmer starter suitable for above motor(oil cooled)
Control panel suitable for above pumping plant
150 mm sq Al conductor armoured , 3.5 core XLPE cable of 1.1 kv GRADE
50 mm sq Cu conductor 1 core submersible cable of 1.1 KV Grade
Jointing material such as tape, lugs etc
Double loop G.I. earthing
Main piping and valves comprising of the following
100 mm dia C.I. D/F Sluice valve of class PN 1.0-2 nos
80 mm dia CS DF sluice valve class 600 ASA-4nos
80 mm dia CS D/F reflux valve class 600 ASA-03 nos
Pipe and fitting -1 set
Gauges (0-52 kg/cm2)
Tools
Supply of spare of starter (connector-03nos, over load relay-01 no., timer -02no.)
Hot gantry 3 ton with 8 meter span lift capacity with geared travelling trolly with two girder in the pump house
Rubber resistence sheet (size 1mx2mx0.025m)
Installation
Commissioning
Testing
At works
At Site
Painting
125 KVA KVA SERVO voltage copper wound 3phase 4 WIRE, INPUT Voltage(320-480 v), output voltage 400+/- 1% for pumping plant with acessories as TPN change over switch, cable etc. complete
I-WELL 2 shift 6 hours operation (By two operators)
MPS 2 shift 6 hours operation (By two operators)
MPS 2 shift 6 hours operation (By two operators)
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