Providing CC pavement From Dhandabani house to Eswari house at A Nagoor H/O A Nagoor Pt Providing CC pavement From Vadivel house to Ramesh house at Karapadi H/O A Nagoor Pt Providing Paver block pavement For Panchayat Office Building at Karapadi

Amount

Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers.

Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers - 10M³

Cement concrete 1:3:6 (One of cement, threeof sand and six of hard broken stone) using 20mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers - 10M³

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column

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 for 10 cum.

Earth work excavation for foundation in all soils and sub-including levelling the site complete complying with standard specifications and as directed .

Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers

Cement concrete 1:3:6 (One of cement, threeof sand and six of hard broken stone) using 20mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers - 10M³

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column

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 for 10 cum.

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) shuttering reinforcement grills and fabrication charges but including curing etc. complete. (Reinforced Cement Concrete 1:2:4 for slab to be extended upto top of splashing with pressed tiles and future extension rods to be embedded in CC 1:3:6 (One Cement, Three M.Sand and Six hard broken stone jelly). Dummy columns should be at least 1 metre height)

Providing and laying of 60mm thick high stregnth type of interlockeing block in M40 grade size 26 x 12 x 6 cm other than grey colour of required size with minimum compressive strength of 40 N/ Sqmm in uniform shape of approved make to be laid in larrying pattern with approved non sticking surface in the top and the rate including levelling the base, preparation of Sub base with sand cushion 100mm thick, laying out the pavement,cut the pieces t, to fit the edge, vibrating pavers,sweeping the sand grouting, providing transporting, loading unloading and laying of paver block as per Standard specifications

Earth work excavation for foundation in all clauses of soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and boiling out water whenever necessary et complete complying with stand

Cement concrete 1:4:8 mix ( one cement four sand and eight aggregate)using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete comply

Cement concrete 1:3:6 (One of cement, threeof sand and six of hard broken stone) using 20mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers - 10M³

Supplying and erecting centering for sides Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X

Plastering with cm 1:5 mix( one cement and five sand ) to 20 mm thick including cost and conveyance of all materials in all floors etc.,as directed by departmental officers etc, complete complying with standard specifications.

Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers.

Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers - 10M³

Cement concrete 1:3:6 (One of cement, threeof sand and six of hard broken stone) using 20mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers - 10M³

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column

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 for 10 cum.

Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers.

Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers - 10M³

Cement concrete 1:3:6 (One of cement, threeof sand and six of hard broken stone) using 20mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers - 10M³

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column

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 for 10 cum.

EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete complying with standard specifications and as directed.

CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification.

Fillling in basement with Excavated earth layers of not more than 15cm thick,well rammed, watered and compacted, complying with standard specification etc., complete.

Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS. STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm * 60cm and BG 10 stiffened with welded mild steel angles of size 25mm * 25mm * 3mm for boarding laid over countrywood joists of size 10cm * 6.50cm spaced at about 90cm centre to centre and supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed.

Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS. STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm * 60cm and BG 10 stiffened with welded mild steel angles of size 25mm * 25mm * 3mm for boarding laid over countrywood joists of size 10cm * 6.50cm spaced at about 90cm centre to centre and supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed.

Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication.

Reinforced CEMENT CONCRETE 1:1.5:3 mix using 20mm machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 (One cement and three sand ) and Kraft paper laid without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers.

Reinforced CEMENT CONCRETE 1:1.5:3 mix using 20mm machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 (One cement and three sand ) and Kraft paper laid without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers.

BRICK WORK in cement mortar 1:5 (One cement and five sand) using second class country bricks of size 23cm x 11cm x 7cm for the following including curing etc., complete complying with standard specifications. (Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost).

BRICK WORK in cement mortar 1:5 (One cement and five sand) using second class country bricks of size 23cm x 11cm x 7cm for the following including curing etc., complete complying with standard specifications. (Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost).

SPECIAL CEILING PLASTERING and finishing all the RCC exposed surfaces such as RCC slabs, sunshades, canopies, staircase steps, landing slabs, etc. with cement mortar 1:3 (one cement and three sand) 10mm thick and including hacking the surfaces and providing necessary cem,ent mortar nosing beading as per size, specification wherever necessary using the same mix as directed by the departmental officers etc.,complete complying with standard specification.

PLASTERING with cement mortar 1:5 (one cement and five sand)12mm thick in all floors complying with standard specifications.

WEATHERING COURSE CONCRETE using best quality broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be added) over the RCC roof slabs in the proportion of brick jelly to lime being 32:12.5 by volume and laid in a single layer and consolidated to the required designed and finished thickness by beating the concrete with wooden beaters if approved pattern keeping the surface constantly wet by sprinkling lime jaggery water as per standard specification etc., complete as directed by the departmental officers.

Granolithic floor finish of 25 mm thick in PCC 1:2:4 using 10-12 mmHBGS Jelly inculding curing ete.complete.,

Fabrication and supply of Mild Steel Door of any required size with double leaf,outter frame of 35x35x 5mm equal MSL angle and shutter frame made of 25x25x5mm equal MSL angle for horizontal and vertical members and the shutter frame strengthened by stiffeners of 2Nos.horizontal and 3 Nos. diagonal for each shutter using M S flat of size 20x5mm fully covered with 18 gauge plain M S full sheet welded with shutter frame neatly and also fixin by welding 6 Nos. of hold fasts,2 Nos. wind appliances,3 Nos. tower bolts,1 No. aldrop2 Nos. handles, fixing shutterwith6 Nos.of hinges with outter frame of the door including painting the whole unit with one coat best quality of red oxide primersection, shutter frame made of 25x25x5mm equal MSL angle for horizontal and vertical members and the shutter frame strengthened by stiffeners of 1No.horizontal for each shutter using M S flat of size 20x5mm fully covered with 18 gauge plain M S full sheet welded with shutter frame neatly and also fixin by welding.Protective grill with 12 mm squqre M S rods at an intervel of not grater than 10 cm centre to centre to the outter frame.2 Nos of peg stays with hole for keeping the windows open in different positions,2 Nos. of locking handles fixing the shutters with 4 Nos. of hinges hold fasts, 6 Nos.of hinges with outter frame of the window including painting the whole unit with one coat best quality of red oxide primer.

Fabrication and supply of Mild Steel Window of any required size with Three leaf.Outter frame of 35x35x 5mm equal MSL angle, Mullion section made of 35x 35x5mm equal T-section, shutter frame made of 25x25x5mm equal MSL angle for horizontal and vertical members and the shutter frame strengthened by stiffeners of 1No.horizontal for each shutter using M S flat of size 20x5mm fully covered with 18 gauge plain M S full sheet welded with shutter frame neatly and also fixin by welding.Protective grill with 12 mm squqre M S rods at an intervel of not grater than 10 cm centre to centre to the outter frame.2 Nos of peg stays with hole for keeping the windows open in different positions,2 Nos. of locking handles fixing the shutters with 4 Nos. of hinges hold fasts, 6 Nos.of hinges with outter frame of the window including painting the whole unit with one coat best quality of red oxide primer.

Towards labour charges for Fixing of Steel doors including cost and conveyence to work site and labour cherges etc complete

Towards labour charges for Fixing of Steel window including cost and conveyence to work site and labour cherges etc complete

PAINTING NEW IRON WORKS for doors, windows and Ventilators, Iron bars, Weldmesh, wiremesh, screen, steel bars, flats and other similar works etc., with TWO COATS of approved first quality of synthetic enamel paint over the existing red oxide primer in all floors. The rate is inclusive of cost of all materials and labour, brushes and scaffolding charges etc., complete complying with standard specification. (The paint to be used should be got approved by the engineer before use on work.

Painting two coats with oil bound Distember over one coat of Primier (using White Cement as primer ) in all floors including brushes etc ., complete etc

Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.

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}

S K C AND CO

M.Manickam