Tender For Construction Of 100000 Litres Oht At Anangur Panchayat., Villupuram-Tamil Nadu

Tender For Construction Of 100000 Litres Oht At Anangur Panchayat. ; 2 Earthwork Excavation And Dwposition On Bank With An Initial Lead Of 10M And Lift Of 2M In The Following Classification Of Soils As Directed Byboard Officers.Hard Stiff Clay, Block Cotton, Hard Red Earth, Shales, Murram, Ordinary Gravel, Stoney Earth And Earth Mixed With Small Size Boulders For Foundation Ss 20B 3 Seconddepth From2 . 0 M - 4 . 0 M Below Gl 4 Sand Filling With Clear River Sand Including Watering, Consolidation Etc., Complete Forfoundation As Directed Bybdo Officers 5 Cement Concrete 1:4:8 ( One Cement Four Sand And Eight Aggregates ) Using 40Mm Hbgs For Levelling Course For Fooundation Including The Cost Of Mixing Concrete, Ramming, Curing Etc., Complete As Directed Byboard Officers. 6 Rcc1:11 / 2:3 Using 20Mm Hbg Metalexcluding Cost Of Reinforcement, Centering, Shuttering Strutting, But Including Cost Of Mixing Concrete, Placing, Vibrating With Mechanical Vibrator, Finishing 7 Upto Gl 8 Above Gl And Upto 4.50M Height 9 Above 4.50M And Upto 7.32M Ht From Gl 10 Above 7.32M And Upto 10.98M Ht From Gl 11 From 10.98M Upto 14.64M Ht Above Gl 12 Provinding Steel Centering Using Ms Plates Of Size 90Cmx60cm 13 Grade To 10 Grade Thick Welded With 25Mmx25mmx3mm Ms Angles Supported With Country Wood Stantling Of Size 10Cmx6.5Cm At 90 Cm C / C Strutting With Casurina Props Of 100M To 13Cm Dia As Directed Byboard Officers. 13 Columns Above 3.30M Upto 4.30M Ht From Gl 14 Columns Above 4.30M Upto 5.30M Ht From Gl 15 Columns Above 5.30M Upto 6.30M Ht From Gl 16 Columns Above 6.30M Upto 7.30M Ht From Gl 17 Columns Above 7.30M Upto 8.30M Ht From Gl 18 Columns Above 8.30M Upto 9.30M Ht From Gl 19 Columns Above 9.30M Upto 10.30M Ht From Gl 20 Columns Above 10.30M Upto 10.90M Ht From Gl 21 Plane Surface 22 From 3.30M To 4.30Mht Above Gl 23 From 6.30M To 7.30M Ht Above Gl 24 From 7.30M To 8.30M Ht Above Gl 25 From 10.30M To 11.30M Ht Above Gl 26 From 11.30M To 12.30M Ht Above Gl 27 Circular Surface 28 Centre Column From 3.30M To 4.30M Height 29 Centre Column From 4.30M To 5.30M Height 30 Centre Column From 5.30M To 6.30M Height 31 Centre Column From 6.30M To 7.30M Height 32 Centre Column From 6.30M To 7.30M Height 33 Centre Column From 6.30M To 7.30M Height 34 Centre Column From 9.30M To 10.30M Height 35 Centre Column From 10.30M To 10.90M Height 36 Upto 3.30M Height ( From Floor Slab ) 37 From 10.30M To 11.30M Height 38 10.30M To 12.30M Height 39 Supplying, Fabricating And Placing In Position Of Hsd Steel Rods For Reinforcement Including The Cost Of Steel And Binding Wire Etc., Complete And As Directed Byboard Officers. 40 Painting Two Coats Using Ready Mixed Plastic Emulsion Paint Inlcuding Priming Coat Including Cost And Conveyance Of All Materials To Site And All Labour Charges Etc Comoplete 41 Supplying And Fixing In Position Of Cut Stone Set In Cm 1:3 Using Well Dressed Cut Stone Supporting Inlet Pipe Inside The Tank And As Directed By The Officers 42 Provision For Pipe Connection Arrangements For Inlet Outlet, Scour And Overflow Etc., Includeing Cost Of Pipes, Specials, Valve, Labour Charge For Lifting, Aligning, Cutting, Threading, Fixing And Painting Of Gi Pipes With Two Coats Of Approved Quality Enamel Paint Etc., Complete As Detailed Below. 80Mm Gi Pipes 43 80Mm Gi Coupling 44 80Mm Gi Bend 45 80Mm Gi Flange Set 46 90Mmx80mm Pvc Threaded Coupler 47 80Mm Gi Pipes 48 80Mm Gi Coupling 49 80Mm Gi Bend 50 80Mm Gi Flange Set 51 80Mm Gm Gate Valve 52 65Mm Gm Gate Valve 53 90Mmx80mm Pvc Threaded Coupler 54 90Mm X 63Mm Pvc Reducer 55 80Mm Gi Pipes 56 80Mm Gi Coupling 57 80Mm Gi Bend 58 80Mm Gi Flange Set 59 80Mm Gm Gate Valve 60 90Mmx80mm Pvc Threaded Coupler 61 80Mm Gi Pipes 62 80Mm Gi Coupling 63 80Mm Gi Bend 64 80Mm Gi Flange Set 65 90Mmx80mm Pvc Threaded Coupler 66 Rubber Sheet 67 Bolt And Nuts 68 80Mm Gi Pipe - Cutting 69 80Mm Gi Pipe - Threading 70 Fabrication, Supply, Delivery And Fixing Of Outside Ms Ladder Of 45Cm Wide Made Out Of 50X50x6m Ms Angle For Sides And Steps In 16Mm Ms Plain Rods Fixed At 30Cm Centre To Centre Welded, Jointed Etc., Providing With Suitable Side Supports, Clamps, And Locking Arrangements Provided With One Coat Of Red Oxide Paint For Providing Access To Roof Top Of 10, 000 Lit.Capacity Oht Of Suitable Inclined Length, Including Bottom Anchorage And 6Transportation And As Directed Byboard Officers. 71 Supply And Delivery And Fixing Position Of Ci Man Hole Cover And Frame Of Size 60X60cm On Roof Slab And As Directed By The Officers The Manhole Frame And Cover Should Be Of Light Duty And Conforming To Isi 1726 / 1974 72 Supply And Delivery And Fixing In Position Of 150Mm Dia Ac Ventilators On The Roof Slab And As Directed By The Officers 73 Refilling The Foundation For Service Reservoir With Excavated Earth ( Other Than Sand ) In Layers Of 15Cm Thick Well Rammed, Watering And Consoildating Etc Complete Complying With Standard Specification As Directed By The Officers 74 Providing And Fixing Of Rcc Inner Access Ladder In Rcc 1:1:5:3 ( One Cement, One And Half Sand And Three Aggregates ) Using 20Mm Hbg Stone For Oht Including Cost Of Reinforcement, Placing Grill In Position, Centering Shuttering Charges, Mixing Concrete Curing Etc., To Required Height And Clear Width Of 45Cm Consisting Of Two Nos. Of Vertical Post Of 10Cm X 15Cm And Step Slab Of 25Mm X25mm Etc., Complete And As Directed Byboard Officers. 75 Steel Door Lock Fixing With Oht Ladder 76 Name Of Work: Providing Fencing Arrangementsfor Oht 77 Name Of Work:Providing Newborewell, Submersible Motor With Accessories And Pumping Main For Proposed Oht 78 Providing Lettering Nameboard Charges 79 Providing Photographic Charges 80 Gst Amount For Providing Service To Government Contract Works For The Above Construction Works. { Gst Amount Is The Total Gst Amount For Total Overall Quoted Amount Above This Row In Column Bb For All Works In This Package }

Refer document

INR 40000.0 /-

INR 40 Lakhs /-

Name of Work:Construction of 100000 Litres OHT@Anangurpanchayat.

Sl. No.	Item Description
1	Construction of 30000 Litres OHT@ Thodarnthanurpanchayat.
2	Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed byBoard officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B
3	SecondDepth from2 . 0 m - 4 . 0 m below GL
4	Sand filling with clear river sand including watering, consolidation etc.,complete forFoundation as directed byBdo officers
5	Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed byBoard officers.
6	RCC1:11/2:3 using 20mm HBG Metalexcluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing
7	Upto GL
8	Above Gl and Upto 4.50m Height
9	Above 4.50m and upto 7.32m Ht from GL
10	Above 7.32m and upto 10.98m Ht from GL
11	From 10.98m upto 14.64m ht above GL
12	Provinding steel centering using MS plates of size 90cmx60cm 13 grade to 10 grade thick welded with 25mmx25mmx3mm MS angles supported with country wood stantling of size 10cmx6.5cm at 90 cm C/C strutting with casurina props of 100m to 13cm dia as directed byBoard Officers.
13	Columns above 3.30m upto 4.30m ht from GL
14	Columns above 4.30m upto 5.30m ht from GL
15	Columns above 5.30m upto 6.30m ht from GL
16	Columns above 6.30m upto 7.30m ht from GL
17	Columns above 7.30m upto 8.30m ht from GL
18	Columns above 8.30m upto 9.30m ht from GL
19	Columns above 9.30m upto 10.30m ht from GL
20	Columns above 10.30m upto 10.90m ht from GL
21	Plane Surface
22	From 3.30m to 4.30mht above GL
23	From 6.30m to 7.30m ht above GL
24	From 7.30m to 8.30m ht above GL
25	From 10.30m to 11.30m ht above GL
26	From 11.30m to 12.30m ht above GL
27	Circular Surface
28	Centre Column From 3.30m to 4.30m Height
29	Centre Column From 4.30m to 5.30m Height
30	Centre Column From 5.30m to 6.30m Height
31	Centre Column From 6.30m to 7.30m Height
32	Centre Column From 6.30m to 7.30m Height
33	Centre Column From 6.30m to 7.30m Height
34	Centre Column From 9.30m to 10.30m Height
35	Centre Column From 10.30m to 10.90m Height
36	Upto 3.30m height (From Floor Slab)
37	From 10.30m to 11.30m Height
38	10.30m to 12.30m Height
39	Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed byBoard officers.
40	Painting two coats using ready mixed Plastic Emulsion paint inlcuding priming coat including cost and conveyance of all materials to site and all labour charges etc comoplete
41	Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using well dressed cut stone supporting inlet pipe inside the tank and as directed by the officers
42	Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., includeing cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below. 80mm GI Pipes
43	80mm GI Coupling
44	80mm GI Bend
45	80mm GI Flange Set
46	90mmx80mm PVC Threaded Coupler
47	80mm GI Pipes
48	80mm GI Coupling
49	80mm GI Bend
50	80mm GI Flange Set
51	80mm GM Gate Valve
52	65mm GM Gate Valve
53	90mmx80mm PVC Threaded Coupler
54	90mm x 63mm PVC Reducer
55	80mm GI Pipes
56	80mm GI Coupling
57	80mm GI Bend
58	80mm GI Flange Set
59	80mm GM Gate Valve
60	90mmx80mm PVC Threaded Coupler
61	80mm GI Pipes
62	80mm GI Coupling
63	80mm GI Bend
64	80mm GI Flange Set
65	90mmx80mm PVC Threaded Coupler
66	Rubber Sheet
67	Bolt and Nuts
68	80mm GI Pipe - Cutting
69	80mm GI Pipe - Threading
70	Fabrication,supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6m MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit.capacity OHT of suitable inclined length, including bottom anchorage and 6transportation and as directed by Board officers.
71	Supply and delivery and fixing position of CI man hole cover and frame of Size 60x60cm on roof slab and as directed by the officers The manhole frame and cover should be of light duty and conforming to ISI 1726/1974
72	Supply and Delivery and Fixing in Position of 150mm dia AC Ventilators on the roof Slab and as directed by the officers
73	Refilling the Foundation for Service reservoir with excavated earth (other than sand) in layers of 15cm thick well rammed,watering and consoildating etc Complete complying with standard Specification as directed by the officers
74	Providing and fixing of RCC inner access ladder in RCC 1:1:5:3 (one cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x25mm etc., complete and as directed byBoard officers.
75	Steel door lock fixing with OHT ladder
76	Name of Work: Providing Fencing arrangementsfor OHT
77	Name of work:Providing newborewell, submersible motor with accessories and Pumping main for Proposed OHT
78	Providing Lettering Nameboard Charges
79	Providing Photographic Charges
80	GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}