Construction of Water Storage Sump at near Kadiyapattanam River Bus Stop opposite side of Matha Super Market in Muttom Village Panchayat of Kurunthancode Panchayat Union

Amount

Construction of Water Storage Sump at near Kadiyapattanam River Bus Stop opposite side of Matha Super Market in Muttom Village Panchayat of Kurunthancode Panchayat Union

Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.

I Depth of 2m for Foundation

II Depth of 2m for Foundation

Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications.

Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.

Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid).

PLANE SURFACE 0.00m-3.30m

0 to 3.30m ( Curved Surface )

Pedastal

Steel - Fe 500 D: Supply, fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes recoiling, straightening, cutting, bending, fabricating, and placing in position, at all levels including lead and lift, according to drawings, specifications etc. complete and supply & use of 18G black annealed binding wire double fold to tie the bars in position and providing precast cement/ PVC cover blocks for main reinforcement to ensure specified cover and complete., including all labor charges etc as directed by departmental officers.

Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bent rods etc., complete as per specification and as directed by the Engineer in charge. SOR Vol II; Page No:98

Providing and laying in position, RCC 1:1.5:3 in accordance with IS:456-2000, using 20mm and down grade hard broken granite stone jelly for all RCC Items of works with minimum cement content of 350kg/m3 and maximum water cement ratio of 0.50, including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS:9130 to accelerate, rated setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m) 7730kg. of 20mm machine crushed stone jelly and with about (3.3cum) 5156 kg. of 10-12mm machine crused stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement 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).

beyond 1.50m below GL

beyond 1.50m & upto 4.50 below GL

Upto 4.50m above GL

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation inmcluding watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1 :2 : 4 mix using 20mm HBG metal for foundation inmcluding watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Manhole Cover 60 x 60cm (Heavy Duty) with Frame including cost and conveyance of all materials and all labour charges. M-0640

Painting two coats with exterior emulsion inculding cost and conveyance of all materials to site and all loboure charges etc complete ( outer wall )

Refilling the foundation with excavater earth (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidation, complying with standard specification as as directed.

Supply and delivery of three phase pump set of open well type submersible with motor as per ISI having a duty of 75lpm x 150m head with out panel consist all following ISI materials relay unit contract unit condenser voltmeter and ammeter etc 7.5HP- [WD-M1716]

Labour charges for the erection of 5.00-7.5HP submersible pumpset into the open well with fixing of panel board laying of cable etc complete and commissioning of Pumpset etc complete [WD-W0872]

Supply and delivery of three phase panel board etc complete inclisive of two level guard and auto start facility etc complete (5.0HP) -[WD-M1912]

4.sqmm submersible cable

Supply and run of 2 of 4 sq.mm (56/0.3) PVC insulated SC unsheated cu.conductor of 1100v on 7/20GI beaer

Earth work excavation in hard stiff clay,stiff block cotton, hard red earth shales,murram gravel tec for pipe laying work etc complete

Pipe laying work refilling charges etc complete.

Supply &delivery of following pipes & specials

65mm GI flange set [Page 32]

65mm GI pipe [Page 27]

65mm MS clamp [Page 32]

65mm GI Elbow [Page 32]

65mm GI Hex nipple [Page 32]

65mm GI pipe nipple

65 X 50mm GI reducer [Page 29]

50 X 65mm GI reducer [Page 29]

50mm GI pipe [Page 27]

50mm GI NRV [Page 33]

75mm PVC adopter

75mm PVC pipe [Page 5]

75mm PVC MTA [Page 10]

80mm GI Elbow [Page 32]

80mm GI pipe [Page 27]

80mm GI pipe nipple

90mm PVC Elbow [Page 10]

90mm PVC pipe [Page 5]

90mm PVC MTA [Page 10]

40mm PVC bend [Page 148 PWD SOR]

40mm PVC pipe [Page 147 PWD SOR]

40mm PVC elbow [Page 147 PWD SOR]

Labour charges for laying of PVC /GI pipes and specials in proper grade alignment etc compete

75mm PVC pipes [Page 171 TWAD SOR]

65mm GI pipes [Page 161 TWAD SOR]

50mm GI pipe [Page 161 TWAD SOR]

80mm GI pipe [Page 161 TWAD SOR]

40mm PVC pipe [Page 171 TWAD SOR]

90mm PVC pipe [Page 171 TWAD SOR]

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}