PACK 1 - Improvements of Maramadakki Oorani at Maramadakki in Aranthangi Union - PACKAGE 1 - PUDUKKOTTAI DISTRICT

Amount

Improvements of Maramadakki Oorani @ Maramadakki in Aranthangi Union

Tensile Structure

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Filling the Basement with Filling M.Sand in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification.

Supplying and filling Gravel with a layers of not more than 15cm thick, well watered, rammed and consolidated complying with standard specification etc., complete.

Brick work in cement mortar 1:5 (One cement and Five crushed stone sand) using second class chamber burnt table mould bricks of size 9" * 4 3 / 8" * 2 3 /4" for the following including curing etc., complete complying with standard specifications. (Maso

Supplying and Erecting Centering and Shuttering including necessary supports for plane surfaces in foundation and in all floors for Column, footing, plinth beam, lintel beam, stair case step etc., using mild steel sheets of suitable size and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props of 10cm to 13cm diameter spaced at suitable intervals etc., complete complying with standard specification and as directed.

Providing and laying in position, Standardised Concrete Mix M-20 Grade in accordance with IS: 456-2000, using 20 mm and down graded hard broken granite stone jelly for all RCC items of works.

Cement Concrete 1:3:6 (One Cement, Three M.Sand and Six broken stone jelly) using 40mm size hard broken stone jelly for dummy columns, excluding cost of centering 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)

Platform Area

Below GL

Above GL

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

Supplying, Fabricating and Fixing of M S Work with required size and angles including with necessary M.S. Chennel, 'L' angles, M.S. Plate as per the approved special designed including cost of material and labour charges for cutting angle, welding charges including cost of welding rod conveyance charges at site of work including cost of one coat of red oxide primer etc., complete and as directed by the departmental officers.

Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putt

Step and Side Wall

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Filling the Basement with Filling M.Sand in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Supplying and Erecting Centering and Shuttering including necessary supports for plane surfaces in foundation and in all floors for Column, footing, plinth beam, lintel beam, stair case step etc., using mild steel sheets of suitable size and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props of 10cm to 13cm diameter spaced at suitable intervals etc., complete complying with standard specification and as directed.

Cement Concrete 1:3:6 (One Cement, Four sand and Eight hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

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

Providing and laying in position, Standardised Concrete Mix M-20 Grade in accordance with IS: 456-2000, using 20 mm and down graded hard broken granite stone jelly for all RCC items of works.

Cement Concrete 1: 2 : 4 (One Cement, Four sand and Eight hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

POND RETAINING WALL

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Filling the Basement with Filling M.Sand in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Supplying and Erecting Centering and Shuttering including necessary supports for plane surfaces in foundation and in all floors for Column, footing, plinth beam, lintel beam, stair case step etc., using mild steel sheets of suitable size and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props of 10cm to 13cm diameter spaced at suitable intervals etc., complete complying with standard specification and as directed.

Cement Concrete 1:3:6 (One Cement, Four sand and Eight hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Below GL

Above GL

COMPOUND WALL

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Filling the Basement with Filling M.Sand in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Supplying and filling Gravel with a lead layers of not more than 15cm thick, well watered, rammed and consolidated complying with standard specification etc., complete.

Brick work in cement mortar 1:5 (One cement and Five crushed stone sand) using second class chamber burnt table mould bricks of size 9" * 4 3 / 8" * 2 3 /4" 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).

Supplying and Erecting Centering and Shuttering including necessary supports for plane surfaces in foundation and in all floors for Column, footing, plinth beam, lintel beam, stair case step etc., using mild steel sheets of suitable size and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props of 10cm to 13cm diameter spaced at suitable intervals etc., complete complying with standard specification and as directed.

Below GL

Footing , Grade Beam, Column

Above GL

Column

Providing and laying in position, Standardised Concrete Mix M-20 Grade in accordance with IS: 456-2000, using 20 mm and down graded hard broken granite stone jelly for all RCC items of works.

Below GL

Footing, Grade Beam, Column

Above GL

Column

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

Footing

Painting two coats of newly plastered wall surface with ready plastic emulsion paint of first class quality and of approved colour over a priming coat including through scrapping, clean removal of dirt and including necessary plater of paris putty, wherever required etc., complete complying with standard specification

Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for Compound Wall near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing.The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete.

OPEN AIR THEATER

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Filling the Basement with Filling M.Sand in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Supplying and filling Gravel with a lead layers of not more than 15cm thick, well watered, rammed and consolidated complying with standard specification etc., complete.

Supplying and Erecting Centering and Shuttering including necessary supports for plane surfaces in foundation and in all floors for Column, footing, plinth beam, lintel beam, stair case step etc., using mild steel sheets of suitable size and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props of 10cm to 13cm diameter spaced at suitable intervals etc., complete complying with standard specification and as directed.

Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.

Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.

SEATERS

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Filling the Basement with Filling M.Sand in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Supplying and filling red soil for Planter Box area with a lead of 8KM in layers of not more than 15cm thick, well watered, rammed and consolidated complying with standard specification etc., complete.

Above GL

Wall In Seater Area - 1300mm Height

Supplying and Erecting Centering and Shuttering including necessary supports for plane surfaces in foundation and in all floors for Column, footing, plinth beam, lintel beam, stair case step etc., using mild steel sheets of suitable size and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props of 10cm to 13cm diameter spaced at suitable intervals etc., complete complying with standard specification and as directed.

Below GL

Above GL

Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.

Below GL

Above GL

Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.

PATHWAY HANDRAILS

Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for Pathway and Inside Pond Area near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing.The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete.

WALKWAY AREA

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Filling the Basement with Filling M.Sand in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Filling with Filling Gravel in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Supplying and Erecting Centering and Shuttering including necessary supports for plane surfaces in foundation and in all floors for Column, footing, plinth beam, lintel beam, stair case step etc., using mild steel sheets of suitable size and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props of 10cm to 13cm diameter spaced at suitable intervals etc., complete complying with standard specification and as directed.

Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.

Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.

Paving the floor with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Synthetic Grey, Paradise and similar varieties with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stone M.Sand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.

Above GL

Granite Seater Area

LAWN AREA

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Filling the Basement with Filling M.Sand in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Supplying and filling red soil for lawn area and tree pit area with a lead layers of not more than 15cm thick, well watered, rammed and consolidated complying with standard specification etc., complete.

Filling with Filling Gravel in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Supplying and Erecting Centering and Shuttering including necessary supports for plane surfaces in foundation and in all floors for Column, footing, plinth beam, lintel beam, stair case step etc., using mild steel sheets of suitable size and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props of 10cm to 13cm diameter spaced at suitable intervals etc., complete complying with standard specification and as directed.

Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.

Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.

Paving the floor with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Synthetic Grey, Paradise and similar varieties with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stone M.Sand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.

Above GL

Granite Stone Slab

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).

Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding M.Sand layer of 25 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.

BUS STOP

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Filling the Basement with Filling M.Sand in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Supplying and filling Gravel with a lead of 8KM in layers of not more than 15cm thick, well watered, rammed and consolidated complying with standard specification etc., complete.

Brick work in cement mortar 1:5 (One cement and Five crushed stone sand) using second class chamber burnt table mould bricks of size 9" * 4 3 / 8" * 2 3 /4" 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).

Below GL

Brick Work

Above GL

Brick Work

Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three crushed stone M.Sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) Using anti-skid tiles (Observed Data)

Supplying and Erecting Centering and Shuttering including necessary supports for plane surfaces in foundation and in all floors for Column, footing, plinth beam, lintel beam, stair case step etc., using mild steel sheets of suitable size and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props of 10cm to 13cm diameter spaced at suitable intervals etc., complete complying with standard specification and as directed.

Below GL

Footing, Grade Beam, Column

Above GL

Column, Roof Beam & Slab, Sunshade

Providing and laying in position, Standardised Concrete Mix M-20 Grade in accordance with IS: 456-2000, using 20 mm and down graded hard broken granite stone jelly for all RCC items of works.

Below GL

Footing, Grade Beam, Column

Above GL

Column, Roof Beam & Slab, Sunshade

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

Supplying and fabricating and fixing MS grill works to windows and grill gate using necessary MS flst for inner and outer members should be fixed to window frames

Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three M.Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers

Below GL

Column, Grade Beam

Above GL

Column, Grade Beam, Roof Slab & Sunshade

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

Painting two coats of newly plastered wall surface with ready plastic emulsion paint of first class quality and of approved colour over a priming coat including through scrapping, clean removal of dirt and including necessary plater of paris putty, wherever required etc., complete complying with standard specification

Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.

Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone M.Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers

WALKWAY PAVER BLOCK

Platform Area - Flooring with following Anti skid ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three Sand) base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)

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) .

Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding M.Sand layer of 25 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.

Paving the floor with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Synthetic Grey, Paradise and similar varieties with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stone M.Sand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.

Tactile Paver type of New tek BT Yellow colour Ceramic tiles of size 305x305x15mm for vision Impairment person Surface preparation including cleaning the joint to be free from dust and loose particles. Providing masking tape on either side of the tile joint edges and providing sealing the tile gap with epoxy tile joint grout and finishing neatly and as directed by the departmental officers. The rate inclusive of cost of materials labour etc complete

ENTRANCE GATE

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Below GL

Footing, Grade Beam

Filling the Basement with Filling M.Sand in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Supplying and filling Gravel with a lead layers of not more than 15cm thick, well watered, rammed and consolidated complying with standard specification etc., complete.

Supplying and Erecting Centering and Shuttering including necessary supports for plane surfaces in foundation and in all floors for Column, footing, plinth beam, lintel beam, stair case step etc., using mild steel sheets of suitable size and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props of 10cm to 13cm diameter spaced at suitable intervals etc., complete complying with standard specification and as directed.

Below GL

Main, Back, Side Entrance

Above GL

Main, Back, Side Entrance

Providing and laying in position, Standardised Concrete Mix M-20 Grade in accordance with IS: 456-2000, using 20 mm and down graded hard broken granite stone jelly for all RCC items of works.

Below GL

Main, Back, Side Entrance

Above GL

Main, Back, Side Entrance

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

MAIN ENTRANCE

FOOTING

Brick work in cement mortar 1:5 (One cement and Five crushed stone sand) using second class chamber burnt table mould bricks of size 9" * 4 3 / 8" * 2 3 /4" 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).

Below GL

Main, Back, Side Entrance

Above GL

Main Entrance

Plastering with Cement Mortar 1:5 (One cement and Five M.Sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.

Above GL

Main Entance - External Plastering

Plastering the surface of walls with Cement Mortar 1:5 (One cement and Three M.Sand), 12mm thick in all floors including curing etc., complete complying with standard specification and as directed by the departmental officers.

Above GL

Main Entance - Internal Plastering

Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three M.Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers

Above GL

Main Entance - Ceiling Plastering

Painting two coats of newly plastered wall surface with ready plastic emulsion paint of first class quality and of approved colour over a priming coat including through scrapping, clean removal of dirt and including necessary plater of paris putty, wherever required etc., complete complying with standard specification

Main Entrance - External, Internal, Ceiling Work

Entrance - Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows and Ventilators of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work.

Above GL

Main Entrance - Window

Supplying, Fabricating and Fixing of M S Grill for Windows and Ventilator with required size and angles including with necessary M.S. Chennel, 'L' angles, M.S. Plate as per the approved special designed including cost of material and labour charges for cutting angle, welding charges including cost of welding rod conveyance charges at site of work including cost of one coat of red oxide primer etc., complete and as directed by the departmental officers.

Painting two coat of new iron works such as main gate, window, ventilators, balustrades, etc., with best approved first quantity synthetic enamel paint of approved colour over the existing red oxide priming coat in all floors. The rate is inclusive of all materials, brushes and scaffloding charges etc., complete complying with standard specification.

Finishing the top of slopped roof, sun-shade with Machine Pressed Ornamental Tiles of approved quality laid in cement mortar 1:3 20mm thick mixed with WPC at 2% by weight of cement used and top pointed with the same red oxide mixed mortar etc complete, complying with standard specifications

Above GL

Back Entrance

Flooring with following Anti skid ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three Sand) base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)

Above GL

Main Entrance

Door Frame:Supplying and fixing first quality teak wood frames for doors, windows, ventilators and other similar joinery works with the following sizes and sections including labour charges for wrought and put up in position and also for fixing hold fast in frames and masonry etc. complete in all floors

Above GL

Main Entrance

Supplying, Fabricating and Fixing of M S Gate with required size and angles including with necessary M.S. Chennel, 'L' angles, M.S. Plate as per the approved special designed including cost of material and labour charges for cutting angle, welding charges including cost of welding rod conveyance charges at site of work including cost of one coat of red oxide primer etc., complete and as directed by the departmental officers.

Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.

Above GL

Main Entrance Entrance

Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone M.Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers

Above GL

Main Entrance Entrance

Terrace Area

COMMUNITY SANITARY COMPLEX

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B

Filling with M Sand including cost and conveyance to the siteand all labour charges for filling as per standard specifications

Cement concrete 1:4:8 mix using 40mm gauge hand broken granite tone jelly for foundation including all charges compacted,etc., complete

R.R. MASONRY IN CM 1:5 mix using Rough stone including cost and conveyance of all materials to site and all labour charges etc.,

Supply and Filling with Coarse Gravel el from approved quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Providing form work centering for soffits of slab of plan surface including shuttering 3m high using MS sheets of size 15 x 25 x 3 mm laid over w.joints of size 10 x 6.50 cm spaced 75mm c/c complying with standard specification

Supplying and fabrication of steel including cost and conveyance of bending to shape and tying in position and forming grills for all R.C.C works including cost and conveyance of all materials to site

R.C.C 1:1.5:3 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

Ceiling Plastering with cement mortar 1:3 mix to 10 mm thick including cost and conveyance of all materials to site and all labour charges etc complete

Brick work in cement mortar 1:5 mix using country bricks 83/4"x4 1/4"x2 3/4" and conveyance of all materials to site and all labour charges etc complete

Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc complete

Paving the Floor with scratch proof ceromic tiles of size 305x305x6mm including cost and conveyance of all materials to site and all labour charges etc complete

Dadooing of walls with Colour glazed tiles of size 15 cm x15cmx6mm laid in CM 1:2, 10mm thick including cost and conveyance of all materials to site and all labour charges etc complete

Providing granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete

Distembering two coats with best approved distember including cost and conveyance of all materials to site and all labour charges etc complete

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.

Cost and Supply of Pvc doors including cost and conveyance of all materials and all labourcharges etc, complete.

Cost and Supply of Steel doors including cost and conveyance of all materials and all labourcharges etc, complete.

Cost and Supply of Ventilater including cost and conveyance of all materials and all labourcharges etc, complete.

Ventilater

Cost and Supply of Indian Water Closet including cost and conveyance of all materials and all labourcharges etc, complete.

Indian Water Closet

Cost and Supply of European Water Closet including cost and conveyance of all materials and all labourcharges etc, complete.

European Water Closet

Supply and delivery and fixing of HDPE tank as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges etc.,

1000 lit PVC tank

DRAINAGE WORK

Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Below GL

Footing - Excavation

Filling the Basement with Filling M.Sand in layer of more than 15cm well rammed and consolidated complete complying with standard specifications.

Below GL

Footing - Msand Filling

Plain Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Below GL

Footing PCC

Supplying and Erecting Centering and Shuttering including necessary supports for plane surfaces in foundation and in all floors for Column, footing, plinth beam, lintel beam, stair case step etc., using mild steel sheets of suitable size and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props of 10cm to 13cm diameter spaced at suitable intervals etc., complete complying with standard specification and as directed.

Below GL

Wall Side Face

Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.

Below GL

Wall Side Face

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

Above GL

Culvert Cover Slab Reinforcement

Plastering with Cement Mortar 1:4 (One Cement and Three M.Sand) 20mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers.

Plastering with Cement Mortar 1:3 (12mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers.

ELECTRICAL WORK

Supplyandfixingof65mmdiaGIpipe(Class'B')of4metrelengthwith300mmx300mmx6mmMSbaseplatedulyweldedatthebottomandwithconcretingandconstructiononmasonarypedestalwithMSboxof30cmx20cmx10cmwithangleironframeworkwithdoorwithlockandkeyarrangementsandwithsupplyandfixingofposttoplaternfittingof(integraltype)withcopperchokeandcondensorandnecessaryaccessorieswithcompletesetwithspherical/ribbed/conicalacryliccoversuitablefor70WSVlampwithsupplyandfixingof1No.70WSVlampandwithsupplyandfixingof16Afuseunit,(500V),5ASPswitchinsidetheMSboxandpaintingwithsuitable colour. ( SD 99 )

Post top lantern fitting of (integral type) with copper choke and condensor and necessary accessories suitable for 70WSVlampfitting (spherical/ribbed/conicalacrylic cover) with lamp (3310+433)

supply and fixing of 150W LED street light fitting with LED (Lower end) with 40mm dia. GI pipe (class B) with 1 no.40 mm GI bend complete on the existing post/ on wall with PVC unsheathed copper leads with MS clamps and with painting . ( SD 540 )

supply and fixing of 65 mm dia. (2 -1/2") GI pipe (class B) of 6 metre length with 300mm x 300mm x 6mm MS base plate duly welded at the bottom with concreting with construction of masonary pedestal with suitable SMC box with door arrangement to house 6A SP MCB switch, 2/4 way connector on suitable hylem sheet and supply and fixing of 48W LED street light fitting with LED (Higher end) with 1 metre 32mm dia. GI pipe (class B) Complete with suitable MS clamps for LED steet light fitting and SMC box with PVC unsheathed copper leads from SMC box to fitting and with painting of suitable colour . ( SD 543 )

Supply and fixing of brass cable gland for 2 x 4 sq.mm. PVC LTUG armoured cable with earth connection. ( SD 180 )

Supply and laying of 2 X 10 sq mm PVC armoured aluminum LTUG cable in a trench to be excavated at dept of 0.75 mtr putting 0.15 layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good (SD-198)

Supply and clamping of 2 X 10 sq mm PVC LTUG armoured LTUG cable on post or on wall with MS Clamps (SD-216)

Supply and fixing of brass cable gland for 2 X 10 sq mm PVC armoured LTUG cable with earth connection (SD-182)

Supply and laying of 4 X 16 sq mm PVC armoured aluminum LTUG cable in a trench to be excavated at dept of 0.75 mtr putting 0.15 layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good (SD-203)

Supply and clamping of 4 X 16 sq mm PVC LTUG armoured LTUG cable on post or on wall with MS Clamps (SD-221)

Supply and fixing of brass cable gland for 4 X 16 sq mm PVC armoured LTUG cable with earth connection (SD-185)

Supply and fixing of TNEB Meter Board suitable for 3 Phases 63A service connection made up of suitable angle iron frame work of size 2feetx1-1/ 2 feet using anle iron of size 11/2"x11/2"x1/4 "rigidly fixed on wall covered with hylem sheet of size 2feetx1-1/2 feet of 6mm thickness with necessary bolts and nuts supports and supply and fixing of 3No 63A fuse units (500V) 1No Neutral link, copper earth flat of size 1"x1/4" with inter connection of EB meter to fuse units by 16 PVC insulated copper wire with earth connection complete. (SD-129)

Supply and fixing of 8 way Vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 63A 4P MCB switch as incoming and 2 nos 63A TP MCB, 1 No 32A TP MCB & 15 Nos 6A to 32A SP MCB as outgoing on wall with earth connection only. Higher End (SD - 664)

Supply and run of 4x6 sq mm (84/0.3mm) PVC insulated SC unsheathed copper conductor of 1100V on 7/20 GI bearer wire for service connection mains. (SD-68)

Supply and run of 4x6 sq mm (84/0.3mm) PVC insulated SC unsheathed copper conductor of 1100V grade in 32mm dia GI pipe (Class B) suitably bent at both ends with necessary angle iron up right and end supports for service connection mains. (SD-73)

Earthing as per the ISI specification with an earth electrode of 2.1 mt class 'B' GI pipe of dia not less than 40mm, with copper earth plate of size 125mmx50mmx6mm, with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry (SD-233)

Supply and fixing of 3 Phase 32A aerial fuse unit for 3 Nos 100A fuse units (500V) on suitable MS sheet covered with 6mm thick hylem sheet on suitable angle iron work the tapping pole with necessary clamps (SD - 132)

PLUMBING

Supplying, laying and joining the following size of UPVC Pipes of approved quality and best veriety conforming to BIS of the following dia including cutting, threading and fixing UPVC specials using UPVC adhesives ( but excluding cost of such specials ) and fixing into wall with teak wood plugs, UPVC clams and screws making holes on the wall ( or ) drilling holes in the roof and making ggod the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffloding charges upto 4metre height above ground level, rtc., complete complying with standard specification. The PVC pipes shall be got approved by executive engineer before use on works.

Erecting Of Power Pumset In Bore/Open Well: Labour Charges for erection of Horizontal shaft, centrifugal pumpset (Coupled/Monoblock) in bore well/Openwell including fixingof suctionpipeand foot valveuptoamaximumdepthof 7metres anddelivery pipestotherequired lengthwithvalves,pressuregauges upto the exterior wall of pump roomand erection of panel board consisting of TPIC switches starter, Voltmeter, Ammeter, Capacitor singlephasingpreventor and layingand jointing thecablesand twinearthingas per IErules includingprovidingbedblocksetc.,complete and operating the pumps and trial run for 10 days includingsigningof completionof reportsas requiredby EB authorities. ( SR Sl.no: 17a )

PVC screw down tap Heavy type 15mm dia ( SR Sl.no: 161 )

Supplying UPVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements. Note: Since the labour for cutting, threading / pasting, sundries have already been included under pipe line item of works, no separate provision for fixing UPVC specials needs to be allowed

32mm dia UPVC ElBow

25mm dia UPVC ElBow

32mm dia UPVC Tee

25mm dia UPVC Tee

32 mm X 25 mm dia UPVC Reducer

25 mm X 20 mm dia UPVC Reducer

25 mm dia UPVC Tee

25 mm dia UPVC Elbow

20 mm dia UPVC Elbow

20 mm dia UPVC Tee

Specification of Name Board

Supplying and fixing of Aluminium Dye Cast Letter of Approved Size and colour. The Colour Treatment process is archived with MRF Colour Coat and Treatment Process is achieved with MRF Colour Coat and then the Processed Coloured Layer is Set into The Kiln for the Heat Treatment Process for the Following size.

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

VST CONSTRUCTION