Tender For Construction Of 30000 Litres Capacity Oht ( 12.00 M High ) At Siruvanthadu Panchayat., Pondicherry-Tamil Nadu

Tender For Construction Of 30000 Litres Capacity Oht ( 12.00 M High ) At Siruvanthadu Panchayat. ; 2 Earthwork Excavation And Depositing On Bank With An Initial Lead Of 10M And Lift Of 2M In The Following Classification Of Soils.Hard Stiff Clay Black Cotton, Hard Red Earth, Shales, Murram, Ordinary Gravel, Stoney Earth And Earth Mixed With Small Size Boulders For Foundation Ss 20B. 3 First Depth Of 2M 4 Second Depth Of 2M 5 Filling Inthe Foundation With Filling M Sand Including Cost And Conveyanceto The Site And All Labour Charges For Fillingas Per Standard Specifications 6 Cement Concrete 1:4:8 ( One Cement, Four Sand And Eight Aggregates ) Using 40Mm Hbg Stone For Levelling Course For Foundation Including The Cost Of Mixing Concrete, Ramming, Curing Etc., Complete. 7 Rcc 1:1.5:3 ( One Cement, One And Half Sand And Three Agreegates ) Using 20Mm Hbg Stone Excluding Cost Of Reinforce Ment, Centering, Shuttering Strutting, But Including Cost Of Mixing Concrete, Placing, Vibrating With Mechanical Vibrator, Finishsing, Curing Etc., Complete. 8 1.50M To 4.50M 9 0M To 1.50M Below G.L. 10 0M To 4.5M From Gl 11 4.51M To 7.32M From Above Gl 12 7.33M To 10.98M From Above Gl 13 10.98M To 14.64M From Above Gl 14 14.64M To 18.30M From Above Gl 15 Supplying And Erecting Steel Centering For Sides And Soffits Including Necessary Supports And Shuttering To The Required Height For Rcc Items Using Ms Sheets Or Susitable Size Of Bg.10 Stiffened With Welded Ms Angles Of Size 25Mm X 25Mm X 3Mmof Boarding, Laid Over Silver Oak Joints Of Size 10Cm X 6.5Cm Spaced At 90Cm Centre To Centre And Supported By Casurina Props Of 10Cm To13cm Dia Spaced At 75Cm Centre To Centre Complying With Standard Specifications Etc. Complete 16 Plane Surface 17 Below G.L. 18 From G.L. To 3.30M 19 3.31Mto 4.30 M 20 From 5.30 M To 6.30 M Above Gl 21 From 8.30M To 9.30M Above Gl 22 From 11.30 M To 12.30 M 23 Curved Surface 24 0.00 To 3.30 M 25 Square Column 26 From 0.00 Nm - 3.30 M 27 Above Gl To 3.30 M 28 From 3.31M To 4.30 M 29 From 4.31M To 5.30 M 30 From 5.31M To 6.30 M 31 From 6.31M To 7.30 M 32 From 7.31M To 8.30 M 33 From 8.31M To 9.30 M 34 From 9.31M To 10.30 M 35 From 10.31M To 11.30 M 36 From 11.31M To 11.45 M 37 Supplying, Fabricating And Placing In Position Of Hsd Steel Rods For Reinforcement Including The Cost Of Steel And Binding Wire Etc., Complete.Rts Rod As Directed By Twad Board Officers 38 Painting Two Coats With Approved Cement Paint Over One Coat Of Priming Coat Over Cement Plastered Exposed Surface Of The Reservoir Including Cleaning, Preparing The Surface And Curing Etc., Complete. 39 Fabrication, Supply, Delivery And Fixing Of Out Side Ms Lader Of 45 Cm Clear Wide Made Out Of 50 Mm X 50 Mm X 6Mm Ms Angle For Both Sides And For Steps At 30 Cm C / C Welded Jointed Etc., For I Staging From Gl To First Brace ( Weight 4.50 Kg / M ) Second And Third Stagging Upto Floor Slab And Fourth Stagging From Floor Slab Roof Top Cover Slab.Supply, Delivery And Fixing Of 32 Mm Gi Pipes Medium For Hand Rails From First Stage To Fourth Stage. Rcc M30 Grade Mix For Landing Slabfive Nos At Ground Level - 1 No And Above Ground Level - 4 Nos . Supply And Fixing Of 32 Mm Dia Gi Pipes For Landing Slab .Supply And Fixing Of Ms Base Plate Of 100 Mm X 100 Mm X 6 Mm Thick For Fixing Anchore Fastener Bolt For Fixing Of Hand Rails At Landing Slab And Ms Ladder Providing Locking Arrangements With Two Coats Of Approved Enamel Paint Over One Coat Of Redoxide Paint As Per Approved Type Design 40 Providing And Fixing Of Rcc Inner Accesss Ladder In Rcc 1: 1.5:3 ( One Cement, One And Half Sand And Three Agreegate ) 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 X 25Mm Etc. Complete. 41 Providing Giventilating Arrangements Mosquito Proof Nylon Net With 110Mm Pvc Cowl And As Directed By Dpt. Officers 42 Providing Cut Stone Slab In Cm 1:3 And As Directed By Twad Board Officers 43 Providing Manhole Cover Of Size 0.60 X 0.60M In Rcc 1:1.5:3 With Suitable Reinforcement 50Mm X 50Mm X 6Mm Ms Angles Fixed Along Edges And As Directed By Twad Board Officers. 44 Provision For Pie Connection 45 65 Mm Gi Pipe Inlet 46 65 Mm Gi Pipeover Flow 47 65 Mm Gi Pipe Deleivery 48 50 Mm Gi Pipe For Scour 49 90 Mm Pvc Thread Coupler 50 75 Mm Pvc Thread Coupler 51 63 Mm Pvc Thread Coupler 52 65 Mm Gi Tee 53 65 Gi Ell 54 65 X 50 Mmgi Reducer 55 75 Mm X 63 Mm Pvc Reducer 56 65 Mm Gi Union 57 65 Mm Gi Flange 58 65 Mm Gi Coupling 59 65 Mm Gate Valve 60 50 Mm Gate Valve 61 Refilling The Foundation With Excavated Earth Including Consolidation As Directed By The Twad Board Officers 62 Labour Charges For Gi Pipe Connection To The Oht , For Inlet, Out Let , Overflow Pipe And Scour Arrangements Including Cutting And Threading , Earth Work Excavation & Refilling 63 Providing Hand Railsover The Roof Slab By Using 32 Mm Gi Pipe With 40Mm X6mm Msflate And Fixied With 12Mm Dia Fastner Bolt 75Mm Long And As Directedby Dept Officer 64 Provision For Water Meter Conforming To Is 2373 / Iso 4064 & Dirt Box Strainer ( Pg.No : 86 ) 65 Provision For Water Meter Protection Wall Including Cost Of All Laboue Charges Etc Completed 66 Provision For Supply And Fixing Of Colrinator Including Cost Of All Etc Completed 67 Provision For Pvc And Gi Specials 68 Providing For Barbed Fencing Wire Arrangement And Ladder With Steel Door Lock Arrangement And Manual Chlorinator Charges 69 Provision For Name Board 70 Provision For Pipe Line 71 Provision For Photo Charges 72 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 16750.0 /-

INR 16.75 Lakhs /-

Name of Work: Construction of 30000 litres capacity OHT ( 12.00 m high ) @ Siruvanthadu Panchayat.

Sl. No.	Item Description
1	Construction of 30000 litres capacity OHT ( 12.00 m high ) @ Siruvanthadu Panchayat
2	Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils.Hard stiff clay black cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B.
3	First depth of 2m
4	Second depth of 2m
5	Filling inthe foundation with filling M Sand including cost and conveyanceto the site and all labour charges for fillingas per standard specifications
6	Cement Concrete 1:4:8 (One cement, four sand and eight aggregates) using 40mm HBG stone for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete.
7	RCC 1:1.5:3 (One cement, one and half sand and three agreegates) using 20mm HBG stone excluding cost of reinforce ment, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishsing, curing etc., complete.
8	1.50m to 4.50m
9	0m to 1.50m below G.L.
10	0m to 4.5m from GL
11	4.51m to 7.32m from Above GL
12	7.33m to 10.98m from Above GL
13	10.98m to 14.64m from Above GL
14	14.64m to 18.30m from Above GL
15	Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or susitable size of BG.10 stiffened with welded MS angles of size 25mm x 25mm x 3mmof boarding, laid over silver oak joints of size 10cm x 6.5cm spaced at 90cm centre to centre and supported by casurina props of 10cm to13cm dia spaced at 75cm centre to centre complying with standard specifications etc. complete
16	PLANE SURFACE
17	Below G.L.
18	From G.L. to 3.30m
19	3.31mto 4.30 m
20	From 5.30 m to 6.30 m above GL
21	From 8.30m to 9.30m above GL
22	From 11.30 m to 12.30 m
23	Curved surface
24	0.00 to 3.30 m
25	Square column
26	From 0.00 nm - 3.30 m
27	Above GL TO 3.30 m
28	From 3.31m to 4.30 M
29	From 4.31m to 5.30 M
30	From 5.31m to 6.30 M
31	From 6.31m to 7.30 M
32	From 7.31m to 8.30 M
33	From 8.31m to 9.30 M
34	From 9.31m to 10.30 M
35	From 10.31m to 11.30 M
36	From 11.31m to 11.45 M
37	Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete.RTS rod as directed by Twad board officers
38	Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete.
39	Fabrication,Supply,delivery and fixing of Out side MS Lader of 45 cm clear wide made out of 50 mm x 50 mm x 6mm MS Angle for both sides and for steps at 30 cm c / c welded jointed etc., for I staging from GL to FIRST Brace ( weight 4.50 kg/m ) Second and Third stagging upto Floor slab and Fourth Stagging from Floor Slab Roof Top Cover Slab.Supply,Delivery and Fixing of 32 mm GI Pipes medium for Hand Rails from First stage to Fourth Stage. RCC M30 Grade mix for Landing SlabFive Nos at Ground Level - 1 No and above Ground Level - 4 Nos . Supply and fixing of 32 mm Dia GI Pipes for Landing Slab .Supply and fixing of MS Base Plate of 100 mm x 100 mm x 6 mm thick for fixing Anchore fastener bolt for fixing of Hand Rails at Landing Slab and MS Ladder providing Locking arrangements with two coats of approved Enamel Paint over one coat of redoxide paint as per approved Type Design
40	Providing and fixing of RCC inner accesss ladder in RCC 1: 1.5:3 (one cement, one and half sand and three agreegate) 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 x 25mm etc. complete.
41	Providing GIventilating arrangements mosquito proof nylon net with 110mm PVC cowl and as directed by Dpt. Officers
42	Providing cut stone slab in CM 1:3 and as directed by TWAD board officers
43	Providing manhole cover of size 0.60 x 0.60m in RCC 1:1.5:3 with suitable reinforcement 50mm x 50mm x 6mm MS angles fixed along edges and as directed by TWAD Board officers.
44	Provision for pie connection
45	65 mm GI Pipe Inlet
46	65 mm GI PipeOver Flow
47	65 mm GI Pipe Deleivery
48	50 mm GI Pipe for Scour
49	90 mm PVC Thread Coupler
50	75 mm PVC Thread Coupler
51	63 mm PVC Thread Coupler
52	65 mm GI Tee
53	65 GI Ell
54	65 x 50 mmGI Reducer
55	75 mm X 63 mm PVC Reducer
56	65 mm GI Union
57	65 mm GI Flange
58	65 mm GI Coupling
59	65 mm Gate Valve
60	50 mm Gate Valve
61	Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
62	Labour charges for GI Pipe connection to the OHT , for inlet, out let ,overflow pipe and scour arrangements including cutting and threading , earth work excavation & refilling
63	Providing Hand railsover the Roof slab by using 32 mm GI Pipe with 40mm x6mm MSFlate and fixied with 12mm dia fastner bolt 75mm long and as directedby dept officer
64	Provision for WATER METER CONFORMING TO IS 2373 / ISO 4064 & DIRT BOX STRAINER (pg.no : 86)
65	Provision for Water Meter Protection Wall including cost of all laboue charges etc completed
66	Provision for Supply and Fixing of Colrinator including cost of all etc completed
67	Provision for PVC and GI Specials
68	Providing for Barbed Fencing Wire Arrangement and Ladder with Steel Door Lock Arrangement and Manual Chlorinator Charges
69	Provision for Name Board
70	Provision for Pipe Line
71	Provision for Photo Charges
72	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}