91/2020-21 of SE GCC CBE

Amount

Earth work excavation in hard gravelly soil, stiff black cotton soil, hard red earth shales, murram, gravel, stoney earth mixed with small size boulders etc., complete as per standard specification.

Earth work excavating and depositing on bank with initial lead of 10m and initial llift of 2.0m in soft disintegrated rock, laterite, soft rock (or) kankar not requiring blasting, as per standard specification, etc., complete

Plain cement concrete in 1:3 :6 using 20 mm HBG metal, including cost of cement, all materials, labour charges, curing, leads, lifts, as per standard specification etc., complete.

RCC in 1:1 1/2:3, mix using 12 to 20 mm HBG machine crushed metal for raft cocnerete without form work including cost of cement, all materials labour, curing, all leads & lifts, vibrating charges, as per standard specification, etc., complete. ( but excluding cost of steel reinforcement)

Plain Cement Concrete in 1:2:4, using 20 mm HBG metal without form work including cost of cement, all materials , labour charges including consolidation, curing lead, lift, vibrating charges etc, complete.

Providing steel reinforcement MS/RTS rods up to 16 mm dia for reinforced concrete works, including cost of steel MS/RTS rods, binding wire, labour charges for cutting, straightening bending as per type design drawing, placing aligning, and tying properly with all leads and lift as per standard specification, etc., complete

Centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)

Disposal of excess of surplus earth away in low lying area with a lead of 100m including spreading and levelling, labour, lead, lift etc., complete

Supplying and Providing of Intermediate and strut fencing post using MS equal angles 65x65x8 MM with 2 Nos of 150 mm length MS cleat of 30x30x5 mm to hold the chain link fencing,back supportrd with 50x50x6 mm MS flat using 75 mm GI bolt with 2 Nos of nut and washers to tie the chainlink, including cost of all materials, labour, lead, lift etc., complete.

Providing MS equal angles as Fencing corner post using 75x75x8 MM with 2 Nos of 150 mm length MS cleat of 30x30x5 mm to hold the chain link fencing,back supportrd with 50x50x6 mm MS flat using 75 mm GI bolt with 2 Nos of nut and washers to tie the chainlink,

Plastering with CM 1:5, 12mm thick, including cost of cement, labour, curing, all leads and lifts etc., complete. as per standard specification

Colour washing with two coats using cement paint of approved quality and colour over a coat of white cement including through scrapping, clan removal of dirt, cost of all materials, scaffolding, Labour, Lead, Lift etc., complete and including necessary crack filling paste, putty whereever required.

Supplying and laying and fixing of 75mm dia PVC pipe to resist 6Kg/cm2 water pressure to proper alignment & slope for weep holes as required and as directed by the Engineer at site including cost of pipe and fixing in position, testing all matrials solution , lead, lifts etc., complete.

Refilling with excavated earth other than sand complying with standard specification including cost of labour, lead, lift etc., complete

SGST to be quoted in Percentage (value alone)Ex. 9%, it should be entered as 9 only

CGST to be quoted in Percentage (value alone)Ex. 9%, it should be entered as 9 only

Inter-state GST @18% for other than Tamil Nadu supplier. If the contractor is within Tamil Nadu may be quoted as "0" only

vasanthaconstructions

Vidhyut Nirman Corporation

ARAVIND ASSOCIATES

K.PACHIAPPAN

C.PERIYASAMY

ASAITHAMBI.M