Pallikonda IyotheedassW8BS

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.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.

Earth work open excavation 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., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.

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.

Brick Work in Cement Mortor 1:5 Mix (one cement, five sand ) using new best country Bricks of size 8 ¾” x 4 ¼” x 2 ¾” 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. complying with std. specifications. SS86 & 86A V,VI, VII (s6) 7,3

Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. FOR COLOUMN POST

Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per FOR GRADE BEEM

Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per BEAM SLAB, AND LINTELS

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.

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. TNDSS NO: 30 V, VI (S3), VII-3.

Plastering surfaces of RCC items such as slabs,beams,sunshades with cement mortar 1:3 -10mm thick including packing, providing cement mortar beading for sunshades staircase ,steps, lands slabs etc.,as directed by departmental officers etc, complete compl

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

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

Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) 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 etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.

Plain Cement Concrete 1:1½:3 Mix (one part cement, One and half part sand and three part of aggrigate) 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 etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.

Supplying and laying Precast Designer Paver Block confirming to IS 1568-2006 specification manufacturing and laying standard of M40 grade 63mm thick (table clauses 5 and 9.14) suitable for bus terminals industrial complexes road on expensive soils etc., including the cost of paver block of size 225mm x 12.50 mm x 80mm and conveyance of materials to work site mentioned in the tender schedule cost of loading and unloading handling during over Stone dust of 100mm thick (excluding the cost of sand) conveyance paver block cutter to site and hire charges of vibrators and block cutter operator and labour for leveling the sand to paver block etc., complete ISI 15658-2006.

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

Conduction geophysical survey quality and quantity test an transportation charges etc., (Rate as adopted by TWAD board)

Supply and fixing of180 mm dia PVC With Slotting casing pipe as IS 12818/1992 Including cost and conveyance to the site etc. completeTWAD SOR P{39)

Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in Hard rock etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers)

Labour Charges for inserting PVC Casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC Couplers with Cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the executive engineers of TWAD Board

Supply and delivery of Single phase submersible pump set suitable 150mm dia Borewell with ISI mark IS 8034 Without pannel board of 15lpm x 180m head etc complete

Supply and delivery of Single phase pannel board suitable for 1.HP submersible motor with DOL with two level guard and auto start etc. complete

Supplying and Delivery and Fixing of 1000liter Capacity H.D.P.E tank as per IS No: 12701/1996 Including Loading And Unloading Charges For Fixing of G.I Pipes and Specials for Pipe Connection works Including Cutting Therding and Fixing Charges etc Complete As per Std Speciations.

Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x 50mmx 4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS plates of size 25 mm x 3 mm including cutting, welding, grinding, locking arrangements and labour charges etc.,

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required a. 32 mm GI pipe medium (B class)

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required b. 32 mm GI pipe medium (B class) for Pumping Main

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required c. 32mm GI Bend

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required d. 32mmGI Flange set

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required e.32 mm MS clamp set

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required f. 32mm GM Non- return valve

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required g. 32 mm GI coupling

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required f. 65 mm GM Gate valve

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required h. 4 sqm flat copper submersible cable

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required i. Fuse carrier 32A, 415V

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required j. Isolater 4p, 40A, 415v

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required k. CW Board 0.60mx0.45m size

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required n.75 x50m dia PVC TEE

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required o. 75mm dia PVC FTA

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required p.32mm x 50mm dia GI Reducer

Supply and delivery of following GI pipes and specials confirming to IS 554/86 GI pipes IS 1239/1990 part I required o. 40 mm dia PVC FTA

Labour charges for the erection of up to 5HP submersible pump set in the deep bore well including fixing and jointing submersible cable with Proper clamps upt to the starter to required depth and also fixing of riser pipes, valves erection, erection of Panel board consisting of TPICN switches and laying & jointing the cables and twin earthing asper IE rules, etc complete.

Laying of32 mm dia G.I Pipes and specials in to trench and laying to proper gradient and alighnment jointing with in including all labour charges etc.,

Refilling exavated earth and levelling the same including all labour charges