Vellore District Construction of New 30000 Ltr OHT (12m Staging ) at Kulathumadu Habitaion in Vallam Panchayat at Kaniyambadi Block JJM 2023-24 Package No 06

Amount

Vellore District Construction of New 30000 Ltr OHT (12m Staging ) at Kulathumadu Habitaion in Vallam Panchayat at Kaniyambadi Block JJM 2023-24 Package No 06

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, as per SS 20B complete.

Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling etc.

Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete

Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal using reinforcemet, centering and shuttering but including the cost of mixing placing vibrating of concrete curing and finishing etc, complete as directed by the officers.

below 1.50mfrom GL

tems 0 m to 1.50m below GL

Items 0.0 to 4.50m Above GL

Above 4.50m. And upto 7.32 m. ht. from GL.

Above 7.32 m. and upto 10.98 m. ht. from GL.

Above 10.98 m. and upto 14.64 m. ht. from GL.

Above 14.64 m. and upto 18.30 m. ht. from GL.

centering for soffits of RCC members or plane surfaces including shuttering, strutting to centering and providing supports etc completefor the following members using MS sheets of size 90 cm x 60 cm BG 10 gauge stiffened with welded M.S angles of size 25x25x3mm laid over silver oak (country wood) joist of size 10x6.5 cm (spaced @ about 90 cm c/c ) and supported by casurina props of 10 to 13 cm dia ( spaced at 75cm C/C ) and as directed by the officers

For Plan surface

From 0.00 -3.30m

From 5.30m to 6.30 m

From 8.30m to 9.30m above G.L

From 11.30 m to 12.30m

Curved Surface

Upto 0 to 3.30m

From 5.31 m to 6.30m

Square column

Upto 3.30m

8.31 to 9.30m ht

10.31 to 11.30m ht

Supplying fabricating and placing in position of RTS steel rods for reinforcement for various members including cost of steel and binding wire for all RCC works as directed by the officers

Providing PVC ventilating arrangements mosquito proof nylon net with 110mm PVC cowl and as directed by Departmental Officers

Providing Cut stone slab in CM 1:3 mix and as directed by Departmental Officers

Fabrication, supply, delivery and fixing of outside MS ladder 45cm clear wide made out of 50mm x 50mm x 6mm MS angle for both sides and for s teps at 30cm C/C welded ;joint etc for 1st staging from ground level to first level brace ,( weight 4.50 KG/M) second and third staging upto floor slab and 4th staging from floor slab to roof top supply and delivery , fixing of 32mm GI pipes, medium for hand rails from 1st stage to 4th stage. RCC M30 grade mix for landing slabs - 5Nos. ( ground level - 1No. and above ground level - 4 Nos.) supply and fixing of 32mm GI pipes medium for hands raise for the landing slab. supply and fixing MS base plate of 100mm x 100mm x 6mm thick for anchor fastener bolt for fixing of hand rails at landing slab and MS ladder, providing locking arrangements with two coats of approved enemel paint over one coat of red axide paint as per approved type design and as directed by the officers

Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curi

Providing hand Rail over the roof slab by using 32 mm GI pipe with 40mm x 6mm MS flat and fixed with 12mm dia fastner Boit 75mm long and as directed by officers

Providing Manhole cover of size 0.60x0.60 m in RCC 1:11/2:3 mix with suitable reinforcement and 50x50x6mm Ms angle fixed along edges and as directed by Departmental Officers

Plastering with cement mortar 1:5mix to 12 mm thick includingcost and conveyance of all materials to site and all labour

For Brace at 2.715m ,5.58m and 8.445m height

Refilling in Basement with excavated Earth in layers of not more than 15cm. Thick well rammed, watered and consolidated complying with standard specifications etc., complete.

Provision for pipe connection arrangements including Charges

65mm dia GI pipes

65mm dia GI couplings

65mm dia GI elbow

Provision for levelling the site charges

Construction of Comunitey Soakpit From OHT

Provision for Name board

GST Amount for providing service to Government contract works for the above construction works. { GST amount is the Total GST amount for total overall quoted amount above this row in column "BB" for all works in this package}

Velu Raghavan