CGF 2024-25 - OHT Work - Belur TP Salem District

Amount

Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Hand Stiff clay, Stiff black cotton, hard red earth, shales, murram, gravel, stone earth mixed with small size boulders SS.20B etc, complete as per Standard specification.

Plain Cement Concrete 1:4:8 (One cement Four sand and Eight aggregate) using 40mm gauge hard broken granite jelly for foundation including cost and conveyance of all materials including labour charge for mixing laying curing, watering if found necessary and laid in layers and not more than 30 cm thick etc., as per standard specification.

Reinforcement Cement Concrete 1:1.5:3 using 20mm ISS hard broken granite jelly including cost and conveyance of all materials including labour charge for mixing laying curing, watering if found necessary etc., complete as per standard specification.

For items 1.50m to 4.50m Below G.L

For items 0m to 1.50m Below G.L

For items Above G.L And upto 4.50m

For items Above 4.51m to 7.32 From G.L

For items Above 7.33m to 10.89 From G.L

For items Above 10.90m to 14.64 From G.L

For items above 14.65m to 18.39m From G.L

Refilling with excavated earth other then sand Complying With Standard Specifications including all labour charges etc.completed

A.Plane Surfac / B.Curved Surface / Square Columns

A.Plane Surface - Below 1.50m from G.L

A.Plane Surface - Below G.L

A.Plane Surface - 3.31 to 4.30m

A.Plane Surface - 6.31 to 7.30m

A.Plane Surface - 10.31 to 11.30m

A.Plane Surface - 11.30 to 12.30m

B.Curved Surface - 0 to 3.30m

B.Curved Surface - 3.31 to 4.30m

Square Columns - Below G.L

Square Columns - Above GL upto 3.30M

Square Columns - 3.31 to 4.30 m

Square Columns - 4.31 to 5.30m

Square Columns - 5.31 to 6.30m

Square Columns - 6.31 to 7.30 m

Square Columns - 7.31 to 8.30m

Square Columns - 8.31 to 9.30m

Square Columns - 9.31 to 10.30m

Square Columns - 10.31 to 11.30 m

Square Columns - 11.31 to 12.30 m

Supplying fabricating and placing in position of TMT steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by Departmental officers.

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 preparing the surface and curing etc., complete.

Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm 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 red oxide paint as per approved Type Design and as directed by TWAD board officers.

Providing and fixing of RCC inner access ladder with RCC 1:1.5 :3 using 20mm HBG stone for OHT including casting of reinforcement, placing grill in positional, centering shuttering charges, mixing concrete curing etc., to required height

Supplying and delivery of 90mm dia PVC pipe using 6 kg/cm2 including all charges etc., complete complying with standard specification.

Laying and Jointing Charegs of 90mm dia PVC pipe and Specials including all charges etc., complete complying with standard specification.

Supply and delivery of PVC and GI specials including cost and conveyance of all materials of site and all charges etc complete.

SRI SRINIVASA ENTERPRISE (BID ID -1111843)