Erode Zone Tiruppur District ChinnakkampalayamTown Panchayat 15th FINANCE COMMISSION TIED GRANT (1ST INSTALLMENT) 2025-2026

Amount

Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil

In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B

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

Supplying and filling in foundation and basement with filling M sand filling in layers of not more than 15 cm thick well rammed consolidated etc. complete complying with standard specification and as directed.

Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.

For footing

Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications.(Using Vibrator) TNDSS NO: 30 V, VI (S3), VII-3.

Column footing below 1.50 m from GL

Coloumn below GL upto 1.50 m

Column above GL upto 4.50 m

Column above 4.50 m upto 7.32 m

Column above 7.32 m upto 10.92 m

Braces at GL

Braces at 3.41 m from GL

Braces at 7.06 m from GL

Floor beam at 10.92m from G.L.

Floor slab at 11.58 m above G.L.

Side wall from 11.85m to 14.64m above G.L.

Haunches from 11.85m to 12.03m above G.L.

Side wall above 14.64 m to 15.40m above GL

Roof slab at 15.40m above G.L.

Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffened with welded MS angles of size 25mm x 25mmx3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaced at 90cm centre to centre complying with standard specifications

Column footing (plane surface)

Square Column:

Column 0 to 3.30 m ht. above G.L and below GL

Colum above 3.31m to 4.30 ht from GL

Column above 4.31 m upto 5.30 m

Column above 5.31 m upto 6.30 m

Column above 6.31 m upto 7.30 m

Column above 7.31 m upto 8.30 m

Column above 8.31 m upto 9.30 m

Column above 9.31 m upto 10.30 m

Column above 10.31 m upto 10.92 m

Plain Surface

For G.L. brace

Braces at 3.41 m from GL

Braces at 7.06 m from GL

Floor beam sides from 10.92 m

Floor slab and working platform at 11.58 m above G.L..

Roof slab at 3.55 m above floor slab

Curved Surface

Floor slab upto 3.30 m above plateform

Side wall upto 3.30 m above floor slab (inner face)

Side wall from 3.30 m to 4.30 m above floor slab (inner face)

Side wall upto 3.30 m above floor slab (outer face)

Side wall from 3.30 m to 4.30 m above plateform (outer face)

Roof Slab sides from 3.30 m to 4.30 m above platform

Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3.

Exterior Emulsion paint Two coats with good quality of approved Emulsion paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc., Complete as per Standard Specifications for 10 sqm

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 curing etc., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x 25mm etc. complete and as directed by TWAD Board officers.

Providing PVC ventilating arrangements mosquito proof nylon net with 110mm PVC cowl and as directed by TWAD Board officers

Supplyind and fixing in position CI Manhole covers (light or heavy duty) of size 0.60 x 0.60M with suitable reinforcement and 50x50x6mm MS angle fixed along edges best approved quality and as directed by TWAD Board officers

Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers

Supply,delivery of PVC & GI pipes and including all etc, complete

63 mm dia PVC Pipe

100 mm dia GI Pipe

80 mm dia GI Pipe

Conveyance and lowering of PVC & GI pipes and including all etc, complete

63 mm dia PVC Pipe

100 mm dia GI Pipe

80 mm dia GI Pipe

S Kuppusamy (BID ID -1429566)