Ranipet DT Panapakkam TP O and M 2.00 LL OHT

Amount

Earth work excavation and depositing on bank within an initial lead of 10 m and following lift and classification of soils.(TP Main data item 2)

For 1st depth of 0 m to 2 m

In hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoneyearth and earth mixed with small sized boulders.

In soft disintegrated rock,laterite,soft rock or kankar not requiring blasting.

For 2nd depth of 2 m to 3 m

In DMR not requiring blasting

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)(TP Main Data item : PCC. B)

R.C.C. using M 30 design mix 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.

Beyond 1.5 m below GL

Upto 1.5 m below G.L.

Upto 4.50 m ht. Above G.L.

From 4.50 m to 7.32 m ht. From G.L.

From 7.32 m to 10.98 m ht. From G.L.

From 10.98 m to 14.64 m ht. From G.L.

From 14.64 m 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(TWAD DATA)

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

Column above 14.3 m to 15.3m ht from GL

Plane surface

Below GL upto 3.3m above GL

3.3 m to 4.3m ht from GL

3.3 m to 4.3m ht from floor level

7.3 m to 8.3m ht from GL

11.3 m to 12.3m ht from GL

14.3 m to 15.3 m from GL

15.3 m to 16.3 m from GL

Curved surface

From 0 to 3.3m from floor level

from 3.3m to 4.3 m ht from floor level

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

As per separate abstract upto 16 mm

Painting exterior emulsion paint two coats with good quality of approved emulsion paint including cost of all materials to site and all labour chanrges for mixing , applying and proper curing etc,., complete as per standard specifications (TP DATA)

Supplying and fixing of cutstones size 0.45x0.45x0.15m in CM 1:3 below the inlet pipe (TWAD DATA)

Providing RCC inside ladder as per approved design(TWAD DATA)

Providing RCC spiral staircase as per approved design(SEPERATE SHEET)

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

RCC Post

RCC Jolly work

Supply, delivery and fixing in position of manhole of size 0.60 m x 0.60 m including locking arrangement, cost of materials etc. complete and as directed by the officers.( with frame , heavy duty)(SOR 24 - 25 - M -0640)

Providing RCC ventilator over roof slab and roof dome of S.R. (0.45 m dia)(TWAD DATA)

Refilling the sides of the foundation with excavated soil

Disposal of surplus earth including loading & unloading, conveyance within a distance of 5Km and spreading as directed by the Engineer-In-Charge.(SOR:PG-322)

PIPE CONNECTION ESTIMATE

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 (SOR - 295)

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 ) (TWAD 196)

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

Lowering C.I. pipes and specials to the trench within a lead,lowering into the trench, laying to proper grade and alignment for depth upto 2.00 m. (TWAD - 160)

150 mm CI Pipes and Specials

100 mm CI Pipes and Specials

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS- 638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. (TWAD-165)

150mm Dia

100MM Dia

Refilling with excavated soil ( other than sand) including ramming, watering, consolidating etc. complete complying with standard specification and as directed by the Department Officers. (TWAD SOR 191)

Supply, delivery of the 100 mm & 150 mm dia. C.I. pipes and specials for OHT connections. ( TWAD SOR 26 and 57)

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

150 mm dia. C.I. D/F sluice valve with cap

100 mm dia. C.I. D/F sluice valve with hand wheel

Surface box

Construction of the following sizes of valve pit as per type design vide (TWAD DATA)

100 mm dia. C.I. D/F sluice valve with hand wheel

Providing Rain water harvesting as per type design (vide separate sheet)

M/S VSP CONSTRUCTIONN (BID ID -1402875)