Tender For Odhchunariya Water Supply Scheme Augmentation Work
Tender Value
1.03 Crore
Estimated cost
Bid Submission
19 Dec 2022
0 days left
EMD
2.06 Lakhs
Bank guarantee accepted
Document Fee
4720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dwarahat → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Odhchunariya Water Supply Scheme Augmentation Work
BOQ
| Sl. No. | Item Description |
| 1 | Rates for ODHCHUNARIYAWater Supply Scheme .Block- DWARAHAT,District – Almora |
| 2 | Drilling of test bore of 125 mm |
| 3 | Transportation of Rig Machine, Air compressor O.P. unit camp equipgages, connected T&P & necessary material erequired for drilling up to site of work, including loading, unloading etc. complete. |
| 4 | Drilling of Borehole as per IS 2800-1979 using ODEX 115(tube)attachment required for drilling in alluvial,boulder,pebbles,graves, rocky stone, sticky clay etc 120 mtr depth |
| 5 | Supply & fixing of suitable size casing shoe suitable for ODEX drilling and made from EN-24 steel |
| 6 | Dismentaling of Rig machine & other equipments and clearence of site after completion of work |
| 7 | Tube Well Boring & Related Components |
| 8 | Transportation of Rig Machine, Air compressor O.P. unit camp equipgages, connected T&P & necessary material erequired for drilling up to site of work, including loading, unloading etc. complete. |
| 9 | Drilling of Borehole from GL to 100 mtr. BGL by rig machine using ODEX method including lowering,welding of required kind/sizes of MSERW casing pipes. |
| 10 | Drilling of bore 200 mm size DTH method from bottom of casing shoe |
| 11 | Supply of 200mm dia MS ERW casing 7.1mm thick plain pipe |
| 12 | Supplyof 200mm dia MS ERW fincut 7.1mm thick slotted pipe |
| 13 | Supply & fixing of 200mm dia, 8mm thick tubewell cap. |
| 14 | Supply & fixing of suitable size casing shoe |
| 15 | Supply & fixing of suitable size bit tube of 100 cm |
| 16 | Supply & fixing of 200 mm size MS housing clamp 8 mmthick |
| 17 | Development of tubewell by 350 PSI/1100 CFM Air compressor |
| 18 | Development of minitubewell by suitable submersible OP unit complete with lowering,lifting of pumping plant having suitable discharge including running of OP unit and yield testing of tubewell by V notch atleast for 30 hrs to the satisfaction of Engineer incharge |
| 19 | Dismentaling of Rig machine & other equipments and clearence of site after completion of work |
| 20 | Development of tubewell by the suitable capacity O.P. unit including supply & installation of pumping plant. |
| 21 | Source and Tratment Work |
| 22 | 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. |
| 23 | French well as per Departmental Type Design |
| 24 | Steel Intake chamber |
| 25 | 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. |
| 26 | Earthwork in soil mixed etc |
| 27 | PCC 1:4:8 |
| 28 | RR 1:6 |
| 29 | RR dry |
| 30 | PCC 1:2:4 |
| 31 | plum concrete |
| 32 | Gravity Main |
| 33 | 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 withits cutting, threading and testing of pipe line etc complete.40mm dia |
| 34 | 50mm dia |
| 35 | 65mm dia |
| 36 | 80mm dia |
| 37 | 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 assumingthat 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soilmixed with shingle, bajari and boulders and rest 25% will be in medium rock. Soil mixed |
| 38 | Medium Rock |
| 39 | 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 40mm dia |
| 40 | 50mm dia |
| 41 | 65mm dia |
| 42 | Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 40mm dia |
| 43 | 50mm dia |
| 44 | 65mm dia |
| 45 | G.M. Wheel valves (Class I) as per IS 778/1971, 40mm dia |
| 46 | 50mm dia |
| 47 | 65mm dia |
| 48 | 80 mm dia |
| 49 | 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 |
| 50 | Gate/ Air Valve Chamber of size 0.60mx 0.60mx 0.60m |
| 51 | Cartage of following pipes, specials, valves and fittings from rail head Kathgodam up to site of workincluding loading, unloading and stacking complete. |
| 52 | Dismantling of Flexible Pavements by manual meansBituminous Courses |
| 53 | Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. |
| 54 | Protection Work as per actual |
| 55 | 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. |
| 56 | 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. |
| 57 | 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. |
| 58 | 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. |
| 59 | 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. |
| 60 | Distribution System |
| 61 | 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 withits cutting, threading and testing of pipe line etc complete.Medium Duty (class \"B\")15 mm |
| 62 | Medium Duty (class \"B\")20 mm |
| 63 | Medium Duty (class \"B\")25 mm |
| 64 | Medium Duty (class \"B\")32 mm |
| 65 | Medium Duty (class \"B\")40 mm |
| 66 | Medium Duty (class \"B\")50 mm |
| 67 | Medium Duty (class \"B\")65 mm |
| 68 | 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 assumingthat 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soilmixed with shingle, bajari and boulders and rest 25% will be in medium rock. Soil mixed |
| 69 | Medium Rock |
| 70 | 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 25mm dia |
| 71 | Medium Duty (class \"B\")32 mm |
| 72 | Medium Duty (class \"B\")40 mm |
| 73 | Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 25mm dia |
| 74 | Medium Duty (class \"B\")32 mm |
| 75 | Medium Duty (class \"B\")40 mm |
| 76 | G.M. Wheel valves (Class I) as per IS 778/1971 20mm dia |
| 77 | 25mm dia |
| 78 | 32mm dia |
| 79 | 40mm dia |
| 80 | 50mm dia |
| 81 | 65 mm dia |
| 82 | 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 |
| 83 | Gate/ Air Valve Chamber of size 0.60mx 0.60mx 0.60m |
| 84 | Cartage of following pipes, specials, valves and fittings from rail head Kathgodam up to site of workincluding loading, unloading and stacking complete. |
| 85 | Provision for FHTC works in revenue villages |
| 86 | Dismantling of Flexible Pavements by manual meansBituminous Courses |
| 87 | Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. |
| 88 | Protection Work as per actual |
| 89 | 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. |
| 90 | 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. |
| 91 | 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. |
| 92 | 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. |
| 93 | 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. |
| 94 | Storage Reservoir |
| 95 | 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 5 KL |
| 96 | 7.50 kl |
| 97 | 20 kl |
| 98 | 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 |
| 99 | Supply and fixing ofBucket type chlorinator of 25 Liter capacity at top of all service raservoirs. |
| 100 | Protection Works as detailed below. |
| 101 | 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. |
| 102 | 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. |
| 103 | Barbed wire fencing |
| 104 | Supplying at site Angle iron post & strut 45X45X5 mm |
| 105 | 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. |
| 106 | Repairing of oldexisting CWR with general repairing, whitewashing, wall writing etc. |
| 107 | Hiring of godown |
AI Tender Summary
Tender Timeline
Dec 06, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 19, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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