Tender For Chichon Water Supply Scheme .Block- Syaldey,District – Almora, Almora-Uttarakhand

Chichon Water Supply Scheme .Block- Syaldey, District – Almora -Source And Tratment Work 3 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. 4 French Well As Per Departmental Type Design 5 Steel Intake Chamber 6 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 7 Pcc 1:4:8 8 Rr 1:6 9 Rr Dry 10 Pcc 1:2:4 11 Plum Concrete 12 Gravity Main 13 Providing Of All Materials, Carting From Site Store To Site Of Work, Laying & Jointing Of G.I. Screwed Pipes ( Including Supply Of All Jointing Materials Like Specials, White Lead, Hemp And Oil Etc. ) In Trenches With Its Cutting, Threading And Testing Of Pipe Line Etc Complete.40Mm Dia 14 50Mm Dia 15 65Mm Dia 16 Excavation Of Earth For Pipe Line In Following Strata Lift Upto 1.5M. Lead Upto 30M. Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto Adistance Of 60M. Fromtrenches Including Supply Of Labour, T&P.Etc Complete.Assuming That 90%Pipe Line Is Laid In Trenches , It Is Estimated That 75% Exavation Will Be In Soil Mixed With Shingle, Bajri&Boulders And Rest 25%Will Be In Soft Rock. Soil Mixed With Boulder And Bajri 17 Soft Rock 18 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 19 50Mm Dia 20 65Mm Dia 21 Relaying Of Dismantled G.I.Pipe In True Alignment In Trenches Including Supply Of All Materials, Labour, T&P Etc. Complete. 40Mm Dia 22 50Mm Dia 23 65Mm Dia 24 Supply And Fixing Of The Following Fittings Including Cartage Of Materials, Labour, T&P Etc. Completeg.M. Gate Valve Is 778 Class - I 40Mm Dia. 25 50Mm Dia 26 65Mm Dia 27 Constructing Stone Masonry ChamberS 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 28 Cartage Of Following Pipes, Specials, Valves And Fittings From Rail Head Kathgodam Up To Site Of Workincluding Loading, Unloading And Stacking Complete. 29 Dismantling Of Flexible Pavements By Manual Meansbituminous Courses 30 Dismantling Of Cement Concrete Pavements As Per Technical Specification Clause 202. 31 Protection Work ( As Detailed Below ) 32 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. 33 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. 34 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. 35 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. 36 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. 37 Distribution System 38 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 39 Medium Duty ( Class B ) 20 Mm 40 Medium Duty ( Class B ) 25 Mm 41 Medium Duty ( Class B ) 32 Mm 42 Medium Duty ( Class B ) 40 Mm 43 Medium Duty ( Class B ) 50 Mm 44 Medium Duty ( Class B ) 65 Mm 45 Excavation Of Earth For Pipe Line In Following Strata Lift Upto 1.5M. Lead Upto 30M. Including Refilling, Watering, Ramming Of Excavated Earth Into The Trenches And Removal Of Surplus Earth Upto Adistance Of 60M. Fromtrenches Including Supply Of Labour, T&P.Etc Complete.Assuming That 90%Pipe Line Is Laid In Trenches , It Is Estimated That 75% Exavation Will Be In Soil Mixed With Shingle, Bajri&Boulders And Rest 25%Will Be In Soft Rock Soil Mixed 46 Medium Rock 47 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 48 32Mm Dia 49 40Mm Dia 50 Relaying Of Dismantled G.I.Pipe In True Alignment In Trenches Including Supply Of All Materials, Labour, T&P Etc. Complete. 25Mm Dia 51 32Mm Dia 52 40Mm Dia 53 Supply And Fixing Of The Following Fittings Including Cartage Of Materials, Labours, T&P Etc Complete Gate Valves ( Class-I ) As Per I S 778 / 1997 20Mm Dia 54 25Mm Dia 55 32Mm Dia 56 40Mm Dia 57 50Mm Dia 58 65Mm Dia 59 Constructing Stone Masonry ChamberS 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 60 Cartage Of Following Pipes, Specials, Valves And Fittings From Rail Head Kathgodam Up To Site Of Workincluding Loading, Unloading And Stacking Complete. 61 Provision For Fhtc Works In Revenue Villages 62 Dismantling Of Flexible Pavements By Manual Meansbituminous Courses 63 Dismantling Of Cement Concrete Pavements As Per Technical Specification Clause 202. 64 Protection Work ( As Detailed Below ) 65 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. 66 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. 67 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. 68 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. 69 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. 70 Storage Reservoir 71 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 25 Kl 72 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 CwrS 73 Supply And Fixing Ofbucket Type Chlorinator Of 25 Liter Capacity At Top Of All Service Raservoirs. 74 Protection Work ( As Detailed Below ) 75 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. 76 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. 77 Barbed Wire Fencing 78 Supplying At Site Angle Iron Post & Strut 45X45x5 Mm 79 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. 80 Repairing Of Oldexisting Cwr With General Repairing, Whitewashing, Wall Writing Etc. 81 Hiring Of Godown

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	15-Dec-2022	Corrigendum	Other	19-12-2022

INR 4720 /-

INR 161500.0 /-

INR 80.71 Lakhs /-

Name of Work: CHICHON Water Supply Scheme .Block- SYALDEY,District – Almora

Sl. No.	Item Description
1	Rates forCHICHON Water Supply Scheme .Block- SYALDEY,District – Almora
2	Source and Tratment Work
3	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.
4	French well as per Departmental Type Design
5	Steel Intake chamber
6	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
7	PCC 1:4:8
8	RR 1:6
9	RR dry
10	PCC 1:2:4
11	plum concrete
12	Gravity Main
13	Providing of all materials, carting from site store to site of work, laying & jointing of G.I. screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete.40mm dia
14	50mm dia
15	65mm dia
16	Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.Assuming that 90%pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rock. Soil mixed with boulder and bajri
17	Soft rock
18	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
19	50mm dia
20	65mm dia
21	Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 40mm dia
22	50mm dia
23	65mm dia
24	Supply and fixing of the following fittings including cartage of materials, labour, T&P etc. completeG.M. Gate Valve IS 778 Class - I 40mm dia.
25	50mm dia
26	65mm dia
27	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
28	Cartage of following pipes, specials, valves and fittings from rail head Kathgodam up to site of workincluding loading, unloading and stacking complete.
29	Dismantling of Flexible Pavements by manual meansBituminous Courses
30	Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.
31	Protection Work (as detailed below)
32	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.
33	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.
34	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.
35	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.
36	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.
37	Distribution System
38	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
39	Medium Duty (class "B")20 mm
40	Medium Duty (class "B")25 mm
41	Medium Duty (class "B")32 mm
42	Medium Duty (class "B")40 mm
43	Medium Duty (class "B")50 mm
44	Medium Duty (class "B")65 mm
45	Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.Assuming that 90%pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rock Soil mixed
46	Medium Rock
47	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
48	32mm dia
49	40mm dia
50	Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 25mm dia
51	32mm dia
52	40mm dia
53	Supply and fixing of the following fittings including cartage of materials, labours, T&P etc complete Gate valves (Class-I) as per I S 778/1997 20mm dia
54	25mm dia
55	32mm dia
56	40mm dia
57	50mm dia
58	65mm dia
59	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
60	Cartage of following pipes, specials, valves and fittings from rail head Kathgodam up to site of workincluding loading, unloading and stacking complete.
61	Provision for FHTC works in revenue villages
62	Dismantling of Flexible Pavements by manual meansBituminous Courses
63	Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.
64	Protection Work (as detailed below)
65	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.
66	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.
67	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.
68	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.
69	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.
70	Storage Reservoir
71	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 25 KL
72	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
73	Supply and fixing ofBucket type chlorinator of 25 Liter capacity at top of all service raservoirs.
74	Protection Work (as detailed below)
75	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.
76	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.
77	Barbed wire fencing
78	Supplying at site Angle iron post & strut 45X45X5 mm
79	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.
80	Repairing of oldexisting CWR with general repairing, whitewashing, wall writing etc.
81	Hiring of godown