CONSTRUCTION OF 60000 LITRE OHT -12m STAGING IN MAHALAKSHMI NAGAR AT CHINNA VADAKARAI VILLAGE AND VADAKARAI PANCHAYAT

Amount

Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with sma

Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with sma

Supplying and filling with good river sand from approved quarry layers not more than 15 cm including cost and conveyance of all materials and all labour charges for filling, watering & consolidation etc., complete as per standard specification 24 &25 NBC

Plain Cement Concrete 1:4:8 mix, (one part of cement, four part of sand and eight part of aggregate) mix using 40mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting an

RCC M30 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete as directed by TWAD Board officers FOOTING

Below 1.5m from GL

0m to 1.50m below GL

0m to 1.00m above GL

1.00m to 4.50m above GL

4.50 m to 7.32 m above GL

7.32 m to 10.98 m above GL

10.98 m to 14.64 m above GL

14.64 m to 18.30 m above GL

Supply and erection of steel centering, shuttering for soffits and sides including necessary support strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25x25x3mm for boarding laid over Silver Oak joists o

Below GL

From GL to 3.30m

From 3.31m to 4.30m

From 5.31m to 6.30m

From 6.31m to 7.30m

From 8.31m to 9.30m

From 9.31m to 10.30m

From 11.31m to 12.30m

Curved Surface

Curved Surface - upto 3.30m ht.

Curved Surface - 3.30m to 4.30m ht.

Square columns Below GL

Square Column Below GL and upto 3.30m above GL

3.31m to 4.30m ht

4.31m to 5.30m ht

5.31m to 6.30m ht

6.31m to 7.30m ht

7.31m to 8.30m ht

8.31m to 9.30m ht

9.31m to 10.30m ht

10.31m to 11.30m ht

11.31m to 12.30m ht

Supply and fabrication of steel using TMT rods for all Reinforced cement concrete works including cost and conveyance of all materials and all labour charges for cutting, bending and placing the rod in position and tying up the rods with binding wire an

Painting two coats with Emulsion paint of approved colour and quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification

Fabrication, supply, delivery and fixing of outside MS ladder for 60000 lit with 12m staging height service reservoir ( As per annexure)with one coat of redoxide paint, loading, transit, unloading, insurance charges, taxes etc., complete and as directed by TWAD Board officers.

Providing hand rails of 60000 lit S.R as per type design (As per annexure)

Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc.,

Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by TWAD Board officers

Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers WD-m-1357

Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete and as directed by TWAD Board officers

65 mm G.I. Pipe

65 mm G.I. Tee

65mm dia GI Elbow

65mm dia GM Gate valve

65mm dia GI Flangeset

65mm dia GI Coupling

65mm GI Dummy

Bore Well ( Sub Estimate)

Geo Physical Survey Charges

Drilling of 200mm dia borewell in hardrock area including labour charges for insertion of casing pipes in to the drilled hole

In soft soil

In Hard rock

Supply and delivery of 200mm dia PVC casing pipe

Supply and delivery of the following PVC / GI pipes and specials

Supply and delivary of 7.50 H.p submercible pump set 75lpm x225m head

Supply and fixing of panel board suitable for 7.50 HP submerciple pump set .

Towards Labour charges for erection of submersible pumpset 7.50 HP

50mm dia UPVC Pipe

Nilan Rope

4.00sq.mm Submersible Cable

75mm PVC Pipe

75mm dia PVC MTA

75mm dia PVC FTA

Supply and fixing of MS Kisok Box in all labour charges etc,.

Construction of Pannel board Pedastal in all labour charges etc,.

Labourcharges for laying of PVC Pipe in all labour charges etc,.

7/20 Service Wire SD No:68

25mm dia GI Service Pipe SD No:69

Fues Carrier SD No:128

Meter Board SD No:127

Clampset

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil as per SS20 A for Surface Dressing etc complete (For PVC Pipe line)

Refilling excavated earth including all labour charges etc.,

Provision for Name board charges

Provision for Photo 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}

G VINOTH (BID ID -1263357)