VIK/15-th CFC(DP)TIED/MANDAGA

Amount

Construction of 30000 Litres OHT 12 M High Near School @ Mandagapattu Panchayat

Earth work excavation and depositing on bank with intial lead and lift in all clasuses of soil such as Hard Gravely soil, Gravely soil except Hard Rock requiring Blasting etc complete as per SS20B for narrow foundation

Second Depth from

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

Cement Concrete 1:4:8 mix using 40mm ISS HBG stone jelly for Foundation and flooring including cost,conveveyance of all materials and labour charges to laid in layers not more than 15cm thick, well rammed etc, complete with standard specification (Using M Sand)

Reinforced Cement concrete 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 . (Using M Sand)

Below GL from 1.50 m - 4.50 m

Below 1.50m from GL

0.0m to 4.50 m above GL

4.50 m to 7.32 above GL

7.32 M TO 10.98M above GL

10.98 M TO 14.64 M above GL

14.64M TO 18.30M above

Supplying and Erection centering for sides and soffiots including necessaary supports and strutting as directed by the departmental officers. Rate for 10m2 for the following items (RCC floor slab, roff slab, Rectangular / Square, Tee/ Ell beams, Lintels, StairCase Waist Slablanding slab landing beam Canopy etc in all floors with all cross Bracings using mild steel sheets of size 90cm x 60cm and 10BG stiffened withmild steel angles of size 25mmx3mm for boarding laid over country wood joists of size 10cmx6.50cm spaced at about 90cm centre to centre and supported by Casurina props of 10cm to 13cm dia spaced at 75cm centre etc, complete and as directed.

Below GL

From GL - 3.30 m

From 5.30 m to 6.30 m above GL

From 8.30m to 9.30m above GL

From 11.30 m to 12.30 m

Curved surface 0.00 to 3.30 m

From 3.30 - 4.30 m

Square column Below GL

Above GL TO 3.30 m

From 3.31m to 4.30 M

From 4.31m to 5.30 M

From 5.31m to 6.30 M

From 6.31m to 7.30 M

From 7.31m to 8.30 M

From 8.31m to 9.30 M

From 9.31m to 10.30 M

From 10.31m to 11.30 M

From 11.31m to 11.45 M

Supplying, Fabricatung and placin g in position of RTS or MS rod for all reinforced cement concrete works as per design given including cost of steel and binding wire in all floors etc,complete complying with standard specification

Painting Two Coats with approved Cement Paint over the Plastered surface over one coat of Whie Cement including cost of all materials and labour charges etc complete

Fabrication,Supply,delivery and fixing of Out side MS Lader of 45 cm clear wide made out of 50 mm x 50 mm x 6mm MS Angle for both sides and for steps at 30 cm c / c welded jointed etc., for I staging from GL to FIRST Brace ( weight 4.50 kg/m ) Second and Third stagging upto Floor slab and Fourth Stagging from Floor Slab Roof Top Cover Slab.Supply,Delivery and Fixing of 32 mm GI Pipes medium for Hand Rails from First stage to Fourth Stage. RCC M30 Grade mix for Landing SlabFive Nos at Ground Level - 1 No and above Ground Level - 4 Nos . Supply and fixing of 32 mm Dia GI Pipes for Landing Slab .Supply and fixing of MS Base Plate of 100 mm x 100 mm x 6 mm thick for fixing Anchore fastener bolt for fixing of Hand Rails at Landing Slab and MS Ladder providing Locking arrangements with two coats of approved Enamel Paint ove

Providing and fixing of R C C inner acess ladder in R C C 1:1.5:3 USING 20MM hbg stone for OHT including cost of reinforcement , placing grill in position, centering shuttering , mixing concrete curing etc.,

Providing 110mm AC Vent cowl arrangements mosquito proof nylon net as directed by dept officer

Providing Cut stone slab in CM AC Vent cowl arrangements mosquito proof nylon net as directed by dept office

Providing Man hole Cover of size 0.60m x0.60m in Rc c 1:1.5:3 with suitable Reinforcement and 50 x50x6mm MS angle fixed along edges and as directed by dept officer

Provision for pipe and specials

65 mm GI Pipe Inlet

65 mm GI Pipe Over Flow

65 mm GI Pipe Deleivery

50 mm GI Pipe for Scour

90 mm PVC Thread Coupler

75 mm PVC Thread Coupler

63 mm PVC Thread Coupler

65 mm GI Tee

65 GI Ell

65 x 50 mm GI Reducer

75 mm X 63 mm PVC Reducer

65 mm GI Union

65 mm GI Flange

65 mm GI Coupling

65 mm Gate Valve

50 mm Gate Valve

Refilling the foundation with excavated earth including consolidation as directed by dept officer

Labour charges for GI Pipe connection to the OHT , for inlet, out let ,overflow pipe and scour arrangements including cutting and threading , earth work excavation & refilling

Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x6mm MS Flate and fixied with 12mm dia fastner bolt 75mm long and as directed by dept officer

Providing Chain ling fencing around OHT with Gate arrangements

Bore Well With Motor

Cost of Geophysical Investigation Charges

Cost of 150mm dia PVC Casing pipe.

Drilling of borewell in Hard rock area anywhere in Tamilnadu including using rotary rig , fuel, labour, drilling, betonite mud and water required for drilling at the site. Site will be shown by the Departmental officers officers icluding construction of mud pit using rotary rig are to be used. up to 60.00 m depth

From 151m upto 180 m

Construction of 0.75 x 0.45 x 1.0m size Pedstal in Brick work for KIOSK including cost and coveyance of all materials and labour charges as per standard specifications.

Supply and Delivery of MS KIOSK of size 0.75 x 0.75 x 0.45 m using 16 guage thick MS sheet with 40 x 40 x 6 mm steel angles for fixing of meter board,switch board with MS door, lock and key including painting etc, complete

Cost and supply of 7.50 HP Three phase submersible motor as per IS 8034 without panel board of 75 lpm x 225 m.

Cost and supply of 10.00 HP three phase Panel board with two level guard and auto start as directed by the departmental officers etc, complete

Cost and supply of 4.0sqmm flat type three core copper cable.

50mm dia PVC Column pipe

50 mm dia "B" class GI pipe

50 mm dia GI Coupling

50 mm dia GI Elbow

50mm dia GI flange set

50 mm MS Clamp set

32 Amps Porcelain fuse unit (500 V)

Woodden board

7/20 Cu Cable

50 mm dia Non return Gate valve

50mm dia Gate valve

25mm dia GI pipe for service connection

Erection of pumpset

EB Service Connection Chrges

Pumping Main Line

Earthwork Excavation for pipe laying and Depositing on bank with an initial lead of 10m and lift of 2 mts in all types of soil for pipe line works

Supplying and delivery of following Pipes and specials including transporting charges etc. 90mm OD PVC Pipes

90mm OD PVC Bend

90mm OD PVC Tee

80mm dia GI pipe

Laying and jointing the following PVC Pipes to trench with proper allignment with PVC Coupler & Cement Paste including conveying & testing with required preasure and leakage etc.

Refilling the Trench with excavated other than sand Labour charges only

Distribution Pipe Line

Earthwork Excavation for pipe laying and Depositing on bank with an initial lead of 10m and lift of 2 mts in all types of soil for pipe line works

Supplying and delivery of following Pipes and specials including transporting charges etc. 63mm OD PVC Pipes

63mm OD PVC Bend

63mm OD PVC Tee

Laying and jointing the following PVC Pipes to trench with proper allignment with PVC Coupler & Cement Paste including conveying & testing with required preasure and leakage etc.

Refilling the Trench with excavated other than sand Labour charges only

Provision for Citizen board Charges

Provision for Photographic Charges

Provision for QC Charges

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}

KALAIMANI (BID ID -1500552)