CONSTRUCTION OF 3 LAKHS LITER CAPACITY OHT FOR ARULMIGU BANNARIMARIAMMAN TEMPLE

Amount

Construction of 3.00 lakh litres capacity Service Reservoir (OHT ) -16 m staging height in the temple campus of Arulmigu Bannari Mariamman Temple, Bannari, Sathyamangalam Taluk, Erode District

Earth work excavation and depositing on bank within an initial lead of 10 m and following lift and classification of soils .For 1st depth of 0 m to 2 mn hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoneyearth and earth mixed with small sized boulders.

Plain cement concrete 1:4:8 using 40 mm hard broken granite metal for levelling course including cost of placikng, ramming, consolidating, curing etc. complete for footings.(1.5m to 4.5m below GL)

R.C.C.M 30 design mix using 20 mm size hard broken granite stone for the following items excluding the cost of reinforcement and centeringkl charges but including the cost of mixing, placing in position, consolidating, vibrating of concrete, curing etc. complete complying with standard specifications and as directed by officers.

Upto 1.5 m below GL

Upto 4.50 m ht. Above G.L.

From 4.50 m to 9.00 m ht. From G.L.

From 9.00m to 13.50 m ht. From G.L.

From 13.50 m to 18 m ht. From G.L.

From 18.00m to 18.30m

From 18.3 m to 21.96m

Centering soffits of RCC works including strutting and shuttering charges etc., complete for the following. Square Column

Column 0 to 3.3m ht above GL and below GL

Column above 3.3m to 4.3m ht from GL

column above 4.3 m to 5.3m ht from GL

column above 5.3 m to 6.3m ht from GL

column above 6.3 m to 7.3m ht from GL

Column above 7.3m to 8.3m ht from GL

column above 8.3 m to 9.3m ht from GL

column above 9.3 m to 10.3m ht from GL

column above 10.3 m to 11.3m ht from GL

column above 11.3 m to 12.3m ht from GL

column above 12.3 m to 13.3m ht from GL

column above 13.3 m to 14.3m ht from GL

Plain surface

Below GL upto 3.3m above GL

3.3 m to 4.3m ht from GL

7.3 m to 8.3m ht from GL

10.3 m to 11.3m ht from GL

11.30 m to 12.30m ht from GL

14.3 m to 15.3 m from GL

Curved surface

From 0 to 3.3m from floor level

from 3.3m to 4.3 m ht from floor level

from 4.3m to 5.3 m ht from floor level

Supply, fabrication,placing in position of steel rods cutting, tying etc., complete including cost of reinforcements

Painting two coats to exposed surface of OHT using cement paint

Supplying and fixing of cutstones size 0.45x 0.45x0.15m in CM 1:3 below the inlet pipe

Providing RCC inside ladder as per approved design

Providing RCC spiral staircase as per approved design

Providing RCC hand rail of 1.2 m height around the top of the roof slab

Supply, delivery and fixing in position of CI manhole of size 0.60 m x 0.60 m including locking arrangement, cost of materials etc. complete and as directed by the Dept. officers.

Providing ventilating arrangements over roof slab and roof dome of S.R.

Supply, delivery and fixing in position of water level indicator with float of approved pattern for inner and outer compartments including cost of materials etc. and as directed by the Dept. officers.

Painting Temple emblem on the outer surface of the side wall

Supply Delivery and fixing of pipe Connections for OHT,150mm dia CI pipe for inlet,outlet,overflow and 100mm CI for Scour

Earth work excavation in all type of strata for laying of 150 mm dia. C.I. Pipes below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m

Labour charges for conveying the pipes and specials within a lead of 200 m and lifting and fixing in position in vertical plane of the following height including scaffolding and jointing with necessary bolts, nuts, steel washers, rubber insertuion sheets, white lead etc. for inlet, outlet, overflow and scour arrangements for OHT including testing of pipes to the required pressure with water conveyed within 1.00 K.M. ( Rate excluding the cost of materials ) 150 mm & 100 mm dia. CI Pipes and Specials: 0 m to 2.00 m - Inlet

2.00 m to 4.00 m - Inlet

4.00 m to 6.00 m - Inlet

6.00 m to 8.00 m - Inlet

8.00 m to 10.00 m - Inlet

10.00 m to 12.00 m - Inlet

12.00 m to 14.00 m - Inlet

14.00 m to 16.00 m - Inlet

16.00 m to 18.00 m - Inlet

18.00 m to 20.00 m - Inlet

Conveying C.I. pipes and specials to the trench within a lead of 200 m lowering into the trench, laying to proper grade and alignment for depth upto 2.00 m. 150 mm dia CI Pipes and Specials

100 mm dia CI Pipes and Specials

Jointing of C.I. D/F pipes & specials including cost of bolts and nuts and metal washer and R.I. Sheet of 6 mm thick and testing to the required pressure with water conveyed within 1 km lead upto 2 m depth for works above water level

Scour 100mm dia

Refilling with excavated soil ( other than sand ) including ramming, watering, consolidating etc. complete complying with standard specification and as directed by the Departmental Officers.

. Supply, delivery of the 100 mm & 150 mm dia. C.I. pipes and specials for OHT connections. C.I. D/F Standard Pipes

C.I.D/F Non standard Pipes

C.I.D/F standard Specials

C.I.D/F Non standard Specials

150mm dia C.I.D/F Sluice with Cap

100mm dia C.I.D/F Sluice with Hand wheel

Surface box

Construction of the following sizes of valve pit as per type design vide CE/WR/CBEMemo.No.TD/SU/ TC/DO.II/91/CE/WR/Dt.30.12.1991 150mm dia D/F sluice with cap

100mm dia C.I.D/F Sluice with Hand wheel

Provision for Rain water Harvesting

Supply and fixing External Pipe line works in Temple premises

Earth work excavation and depositing on bank with an initial lead of 10 M, and a lift of 2 M in hard stiff clay , black cotton, hard red earth, shale's, murrums, ordinary gravel, stony earth and earth mixed with 50% fair sized boulder and as directed by TWAD Board officers.

Supply and delivery of PVC pipes confirming to ISI and as amended from time to time and for delivery at site including loading, unloading, freight, stacking and transit, insurance charges etc. and as directed by officers. 90 mm PVC pipes

50 mm PVC pipes

25 mm dia UPVC pipeps

Supply, delivery and fixing of gun metal gate valve (Heavy duty ) 50 mm dia

25 mm dia

Supply and delivery of following sizes of UPVC specials confirming to IS specification at site of work as directed by officers. 50 mm elbow

50 mm Tee

50 mm Union

50 mm GI Bend

50 mm GI coupler

50 x 40 mm GI reducer

25 mm GI elbow

25mm GI Tee

25mm GI Union

25mm GI bend

25 x 20 mm GI reducer

GST Amount for providing Service to Government Contract Works for the above works at 18%(9%+9%). {GST Amount is the Total GST Amount for overall quoted amount}

ANANTH CONSTRUCTIONS