CONSTRUCTION OF 60000 LITRES CAPACITY OHT AT KARUNGALCOLONY in M.PANCHAMADEVI PT

Amount

Name of the Work : CONSTRUCTION OF 60000 LITRES CAPACITY OHT AT KARUNGALCOLONY H/O M.PANCHAMADEVI PANCHAYAT

Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay bicak cotton, hard red earth, shales, murram, ordinary gravel stoney earth and earth mixed with small size boulders for foundation 55 200 as direct

First depth of 2m

Cement concrete 1:4:8 (One cement four sand and eight aggregates) using 40mm 2 HBG6 for leveling course including the cost of mixing concrete, ramming, curing etc complete as directed by Departmental officers

RCC 1:11/2:3 using 20mm HBGS excluding cost of reinforcement, centering. shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete as directed by Departmental officers

1.5m to 4.5m below GL

0 to 1.5m below GL

0.00 m to 4.5m from GL

4.5m to 7.32m from GL

7.32m to 10.98m from GL

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 suitable size of BG 10 stiffened with welded MS angles of size 25mm x 25mm x 3mm of boarding

G.L. to 3.30m

Square columns

Curved surface

Painting two coats with approved Emulsion paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc. complete and as directed by Departmental officers

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 by Departmental officers.

Fabrication, supply, delivery and fixing of outside MS ladder wide 45cm made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre with hand rails at top top for 2 m inclined height and also with necessary

Provision for pipe connection(inlet and outlet) arrangements and PVC and Gi Specials for Pipe connection

Providing manhole cover of size 0.60 x 0.60M in RCC 1.1.5.3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by Departmental officers

Supply and cost of 90mm PVC pipe 6 KSC Including all cost of materials transport charges etc,complete

Supply and cost of 63mm PVC pipe 6 KSC induding all cost of materials and transport charges etc. complete

Supply and cost of 63mm PVC pipe 4 KSC including all cost of materials and transport charges etc. complete

Earth work excavation for in all clauses of soils and sed soils to full depth as may be directed except in hard rock requiring blasting but inclusive

Laying and jointig of P.V.C and G.1 pipe into the trench with proper grading and alignment and all labour charges etc,, complete 90mm PVC Pipe

Laying and jointig of P.V.C and G.1 pipe into the trench with proper grading and alignment and all labour charges etc,, complete 63mm PVC Pipe

Refilling the Pipe line trench with excavated earth other than sand complying the Standard specification etc,, complete

GST Amount for providing Service to Government Contract Works for the above ConstructionWorks. GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

DURAISAMY DURKKAIYAPPAN (BID ID -1175117)