E1-1251-2022-2-ERODE CITY MUNICIPAL CORPORATION

Amount

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete

Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten 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 including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means

Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers.

Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 180Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers.

Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).

Supplying and fabrication placing in position of M.S. (or) RTS rods for required size and length as directed by the departmental officers approved design including bending cutting tying and cost of binding wire cost and conveyance of all materials to site etc., complete as per standard specification

Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without inspiring strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost ofreinforcement grill and fabricating charges, centering and shuttering and also including laying,vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc.,complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials).

Cement Concrete of grade M15 (Nominal mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including mixing, transporting, laying and labour charges, etc., complete as per relevent standard specification

Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications

Investigation charges for Geophysical survery finding of yeild to the point drilling of Borewell for all etc., complete

Drilling of 150mmm (6”) nominal dia vertical borewells anywhere in Tamilnadu in all formations, suitable for down the hole hammer drilling such as medium hard rock to hard rock formation, consolidated formation etc and drilling over burden to a dia not less than 200mm including insertion of 165 mm PVC casing pipe, couplings caps and other relevant materials required upto the depth as directed by the Engineer or his representative including grouting of cement 25kg (minimum) up to the depth of over burden are including borewell development flushing of borewell at a pressure 7kg/cm2 (100 lb per square inch) including yield test, crew charges, cost of consumables, transportation charges of casing pipes and all other materials including assembling complete to the satisfaction of the Engineer and as stipulated in the technical specification. The entire works should be carried out as per IS 2800 Part I & II / 1979. Finished dia of borewells shall not be less than 145mm

Supplying and fixing of 200mm dia PVC causing Pipe including cost and conveyance of all materials to site and labour charges etc., completed.

Supply and fixing of 7.50 H.P Panel Board 3 phase star delta with two level guard and auto start etc., Complete

Supply and Delivery of 3 Phase wet type7.5 H.P Submersible Motor 50 LPM x 225 m head Suitable for 150 mm dia borewell confirmed to the IS 8034 Specification MER 10/25 time to the Suitable for intalation of 6" Borewell as per ISI Standred Specification.(Including VAT 5%)

Supply and Delivery of 3 Core 4 Sq.mm Flat Copper Cable of approuved quality as directed by the Departmental officers including loading, unloading, Frieght and transit insurance etc., Cost and conveyance of all materials to Site etc., Complete.

Supply and delivery of PVC Pipe and G.I Pipes Specials approuved quality of departmental officers loading, unloading, Frieght and transit insurance etc., Cost and conveyance of all materials to Site etc., Complete.

20mm G.I Pipe medium

50 mm PVC Bend

50 mm PVC Elbow

40mm PVC Bend

50mm PVC Tee

40mm PVC Tee

50 mm G.M NRV

50mm G.M Gate Valve

40mm G.M Gate Valve

50mm PVC Coupling

20mm G.I Bend

20mm G.I Coupling

20mm C.I Tap

20mm G.I.Elbow

20 mm G.I Union

40mm X20mm GI Reducer tee

50 mm Clamp set

M.S. Cover Plate

63 mm PVC Pipe 10kg/m

40mm PVC Pipe 10kg/m

50mm UPVC Pipe (heavy)

Supplying of 2000 capacity PVC water tank including cost of tank conveying fixing with inlet, outlet and scour connection etc., complete as per standard specification.

Labour Charges for the erection of 7.50 HP Submersible pumpset in borewell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, and erection of panel board consisting of TPICN swtiches starter voltmetre, Ammeter, three point (indicating) lamps capacitor single phasing preventor and laying and jointing the cable and twin earthing for etc., Complete and testing the pumpset and trail run for 10 days.

Laying and Jointing the following PVC Pipes and GI pipes and Specials with proper gradient and test for all labour charges etc., Complete.

a) 63 mm PVC Pipe 10kg/m

b) 40mm PVC Pipe 10kg/m

c) 20mm G.I Pipe medium

Supplying and fixing of 40 Amps 4 pole MCCB (Moulded case circuit breaker) for all etc.complete.

Supply and run off 4 of 6 Sq.mm sqmm polythelene insulated and PVC sheathed (heavy duty) SC alu cable of 1100 V grade on bearer wire for service connection mains etc., Complete (SD 68)

Supply and run off 4 of 6 Sq.mm sqmm polythelene insulated and PVC sheathed (heavy duty) SC alu cable of 1100 V grade on bearer wire with suitable G.I Pipe for service connection mains etc., Complete (SD 71)

THIRUMURUGAN CONSTRUCTION (BID ID -1533577)