Construction of ration shop at near Primary Agriculture Office in Palukal Town Panchayat.

Amount

Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc complete complying with SS20B. TNDSS No:23&24

Earth work open excavation for foundation 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 etc. complete.

Supplying and filling in foundation and basement with crushed stone sand in layers of not more than 15 cm thick well rammed watered and consolidated etc. complete with standard specification.

Cement concrete of mix 1:4:8 (one part of cement four part of sand and eight part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification.

Supplying and filling in foundation and basement with stone dust in layers of not more than 15 cm thick well rammed watered and consolidated etc. complete with standard specification.

Supplying and erecting centering for sides and soffits including supports and strutting up to 3.29 m height for plain surfaces such as RCC slabs rectangular beams Tee or L beams lintels, stair case beam etc. in all floors with all cross bracing using mild steel sheets of size 90x60 cm and BG10 gauge stiffended with welded mild steel angles of size 25x25x3 mm for boarding laid over silver oak country wood joists of size 10x6.5 cm spaced at about 90 cm center to center and supported with casurina props of 10 cm to 13 cm Ø spaced at 75 cm center to center etc. complete complying with standard specification in all floors. TNDSS No:30&36

Supplying and erecting centering for sides and soffits including supports and strutting up to 3.29 m height for plain surfaces such as RCC slabs rectangular beams Tee or L beams lintels, stair case beam etc. in all floors with all cross bracing using mild steel sheets of size 90x60 cm and BG10 gauge stiffended with welded mild steel angles of size 25x25x3 mm for boarding laid over silver oak country wood joists of size 10x6.5 cm spaced at about 90 cm center to center and supported with casurina props of 10 cm to 13 cm Ø spaced at 75 cm center to center etc. complete complying with standard specification in all floors. TNDSS No:30&36

For plan surface such as RCC floor slab, roof slab, roof beam, lintel etc

For column, sunshades, still slabs etc

Reinforcement Cement concrete 1:1½:3 (one part of cement one and a half part of sand and three part of aggregates) using machine broken granite jelly of 20 mm size for all reinforced cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. TNDSS No:30

Supplying, fabricating and placing in position of Steel Reinforcement using Mild steel or ribbed tar steel rods, for all RCC works as per the design given by the departmental officers including cost of steel cutting, bending, placing in position and binding with binding wire and all labour charges for cutting, bending, tying and placing in position etc, complete. TNDSS No:97

Brick work in cement mortar 1:5 (one part of cement five part of sand) mix using country bricks of size 8¾"x4¼"x2¾" including curing, cost and conveyance of all materials to site and all labour charges etc complete as per standard specification.

Brick work in cement mortar 1:6 (one part of cement six part of sand) mix using country bricks of size 8¾"x4¼"x2¾" including curing, cost and conveyance of all materials to site and all labour charges etc complete as per standard specification.

For foundation and basement

For SS in Ground floor

Brick partition walls of 11.50 cm thickness using best quality II class ground mould chamer burnt bricks of size 9"x 4.3/8" x 2.3/4" in cement mortar 1:3 (one cement and three sand) using hoop iron reinforcement if found necessary including curing etc complete and as directed by the departmental officers (Hoop iron reinforcement will be measured and paid for separately)

Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (one part of cement, two part of sand and four part of aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for paneling wherever necessary and as directed by the departmental officers)

Paving floor with colour ceramic tiles of size 200 x 200 x 6 mm in all floors over the base layer of cement mortar 1:3 (one part of cement three part of sand) 20 mm thick pointed with white cement at 0.40 kg/m2 including finishing the joints etc complete, as directed by the departmental officers (The rate should be exclusive of cost of flooring concrete 1:5) special

Dadooing the walls with plain glazed tiles of 150 x 150 x 6 mm set in cement mortar 1:2 (one part of cement two part of sand) 12 mm and pointing white cement used 4kg/m2 neatly etc complete as directed.

Plastering walls with cement mortar 1:5 (one part of cement five part of sand) 12 mm thick including all cost and conveyance of all materials and all labour charges etc. complete as per standard specification. TNDSS No:61

Ceiling plastering and finishing all RCC exposed surface such as RCC slabs, sunshade canopies, stair case steps, landing slab, etc. with cement mortar 1:3 (one part of cement three part of sand) 10 mm thick including packing the surface and provided necessary cement mortar nosing, headings as per the size specification wherever necessary using the same mix as directed by the departmental officers etc. complete complying with standard specification.

Plastering walls with cement mortar 1:3 (one part of cement three part of sand) 20 mm thick including all cost and conveyance of all materials and all labour charges etc. complete as per standard specification. TNDSS No:61

Floor finishing with cudapah stone slab 38 mm - 40 mm thickness over of 0.60 m x 0.60 m size cement mortar 20 mm thick 1:3 mix base above the bed of concrete and pointing with cement mortar 1:3 without polishing etc complete.

Supply and fixing in position best quality of approved make Indian Water closet of size 580 x 440 mm with all accessories such as 'P' trap or 'S' trap confirming to IS 2556 part XII with sand cusion and forming flooring alround the closet using 40 mm leveling course 1:4:8 - 100 mm thick and finishing the top to the required slope and including necessary internal connection and outlet connection and making the disturbed potion to original condition without leakage etc including Labour charges for fixing etc complete.

Supply and fixing in position best quality of approved make Wash hand basin of size 550 x 440 mm with all accessories such as cast iron brackets, including cost of 15 mm Ø brass nipple, 15 mm nylon connection etc including fixing the wash basin in the wall in position with a pair of CI brackets with TW plug and screws and giving necessary water supply connection and painting the brackets with two coats of paint over priming coat of anticorrosive paint including testing leakages etc, complete complying with standard specifications (the wash hand basin and the specials should be got approved by Departmental officer before use on works)

Supplying and fixing in position 15 mm Ø Screw down tap / Pillar tap / Swan neck tap (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc complete complying with standard specification and including cutting and threading wherever necessary. (Taps should be got approved by the Executive Engineer before use on the works)

Suplying laying and jointing U PVC pipes of approved quality and best variety confirming to BIS of the following dia including cutting threading and fixing PVC specials using U PVC adhesives (but excluidng cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the walls (or) drilling holes in the roof and making good the dismantled portion to original condition with necesary brick work/ cement concrete and plastering neatly wherever necessary with necessary scaffolding charges up to 4 meter height above ground level, etc compelte complying with standard specification.

25 mm dia

20 mm dia

Supply and delivery of following PVC / GI pipes and specials

25 mm dia tee

25 mm dia elbow

25 mm dia bend

25 x 20 mm reducer

20 mm dia tee

20 mm dia elbow

20 mm dia bend

20 x 15 mm reducer

Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc", and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications. (The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level

110 mm dia W/C to manhole

110 mm dia W/C horizontal

75 mm WB line

Supplying and fixing in position PVC specials of the following dia and types of approed quality conforming to BIS and porividing leak proof joints including fixing to the walls and giving connection to the PVC soil stacks, dismantling the masonry or RCC works and re-doing the dismantled portion to original conditiion etc, complete complying with standared specifications. (The pvc specials should be approved by the executive engineer before use on works)

110 mm dia tee

110 mm dia elbow

110 mm dia bend

75 mm dia tee

75 mm dia elbow

75 mm dia bend

Supplying, laying and jointing glazed stone ware pipes of the following dia of approved quality with spigot and sockets ends and fixing them in dry condition using spun yarn and cement including petty masonry shoring and strutting wherever found necessary and laying the pipeline in the alignment at the specified gradient and testing with necessary tools and plants, etc and refillting the trench the excavated earth and levelling the ground etc complete.

Fabrication, supplying and fixing of Steel door made out of 40 x 40 x 6mm MS angle section for outer frame and shutter made out of 35 x35 x 5mm MS angle section with necessary stiffener 32 x 6 mm flats not exceeding at 30 cm intervals and necessary cross diagonal M.S flat of size 32 x 6mm. A tie bar of 32 x 6mm M.S flat is used in bottom of frame in order to avoid twisting of door frame. The shutter frame shall be fully covered by 18 gauge CRCA sheet and provided. A tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation and fixing. All members should be given one cost of materials labour charges and all incidental charges and fixing charges.

Solid PVC door shutters using 19 gauge 19 mm MS square tubes for styles and outer frames. 15 mm MS square tubes for top lock and bottom rails. The steel tubes shall be covered with 5 mm thick solid PVC sheets. Shutter using 5 mm thick solid PVC sheets for paneling shall rigidly fixed in position including necessary furniture and fittings.

Manufacturing, Supplying and fixing in position of Steel windows with the following specifications. Outer ,frames of Windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg / m and mullion 'J' Section {F4B) of size 46 x 25 x 3mm at 2.28 kg/m and shutter section of made of F7D of 33 x 25 x 3mm at 1.419 kg /m as specified in lS 7452 / 1990. Each openable shutter should not exceed a width of 600mm to enable, separate operations and easy maintenance. at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly. 2 Numbers of sturdy hinges and one number of handle-cum-latch of special type made with 18 x 5mm MS Flats are revetted to the shutters at an appropriate height in Window.

Supplying, fabricating and placing in position of steel glazed ventilator wit two panes in all floors with aluminium section of the following sizes with necessary accessories such as rubber beading and fixing 4mm thick plain glass including cost of all materials, labours, power consumption charges required for fabrication, drilling holes in RCC columns, slab, masonry walls wherever necessary with power drills to the extent and make good to the original condition after fixing and as directed. All aluminium sections are to be anodised with matt finish under electrically controlled condition in accordance with IS 1868 / L962 for an average anodic film thickness of 15 microns etc, complete.

Supplying and fixing of push and pull type Rolling shutter confirming to IS 6248/1979 and as amended from time to time. With ISI make of approved size and section using 18 gauge G.I. sheet. The shutter shall be painted with one coat of red oxide primer and the rate is inclusive of Hood covers, transportation charges etc., and as directed by Engineer in charge.

White washing one coat using freshly burnt shell lime white in colour confirms to I.S. 712 of 1964 in all floors. Fevicol type gum blue should be used in the preparation of white wash as per I.S. 6278 of 1971. Adequate quantity of approved blue power to be added to white wash solution for application to the walls.

White washing two coats using freshly burnt shell lime white in colour confirms to I.S. 712 of 1964 in all floors. Fevicol type gum blue should be used in the preparation of white wash as per I.S. 6278 of 1971. Adequate quantity of approved blue power to be added to white wash solution for application to the walls.

Painting two coats with ready mixed plastic emulsion paints of first class quality and of approved colour over a priming coat including through scraping clean removal of dirt etc, complete and including cost of necessary plaster of paris, putty, brushes, wherever required and all labour charges, scaffolding charges etc., complete as per standard specification.

Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc complete complying with standard specification. (The make, quality and colour of paint should be got approved by the departmental officers before use on works.)

Cement concrete of mix 1:3:6 (one part of cement three part of sand and six part of aggregates) using 20 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification.

Supply of interlocking paver block M40 grade bounding and laying of 63 mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver block in required sizes of minimum compressive strength of 40N/mm² in uniform shape of approved make to be laid in flurrying bone pattern with approved non sticking surface in the top and the rate including levelling the base preparation of sub base with cushion 100 mm thick, laying out the pavement cut the pieces to fit the edge, vibrating the pavers, sweeping transporting, loading, unloading and laying interlocking paver block as per standard specification.