Construction of 1Lak Litre Capacity OHT at Inamkulathur in Inamkulathur Panchayat in Manikandam Block in Trichy District Under MPLADS 2025-26 Scheme

Amount

Construction of 1Lak Litre Capacity OHT at Inamkulathur in Inamkulathur Panchayat in Manikandam Block in Trichy District Under MPLADS 2025-26 Scheme Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B

Earthwork excavation - Above 2m

Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete.

RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete --For Foundation and Basement + Lift charges

RCC Rate -In Ground floor + Lift charges b) From 4.50 - 9.00m

RCC Rate -In First floor + Lift charges c) From 4.50 - 9.00m

RCC Rate -In Second floor + Lift charges d) From 9.00 - 13.50m

Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by TWAD Board officers Plain Surface -UP TO 3.3 M HT

Cen. Rate plain surface -above 7.3 M TO 8.3 M

Sq.Col.Cent. Rate -UP TO 3.3 M HT

Sq.Col.Cent. Rate -above 3.3 M TO 4.3 M

Sq.Col.Cent. Rate -above 4.3 M TO 5.3 M

Sq.Col.Cent. Rate - above 5.3 M TO 6.3 M

Sq. Col. Cent. Rate-above 6.3 M TO 7.3 M

Sq. Col. Cent. Rate -above 7.3 M TO 8.3 M

Sq. Col. Cent. Rate -above 8.3 M TO 9.3 M

Sq. Col. Cent. Rate-above 9.3 M TO 10.3 M

Sq. Col. Cent. Rate-above 10.3 M TO 11.3 M

Circular.Col.Cent. Rate -UP TO 3.3 M HT

Circular.Col.Cent. Rate -above 3.3 M TO 4.3 M

Circular.Col.Cent. Rate -above 4.3 M TO 5.3 M

Circular.Col.Cent. Rate - above 5.3 M TO 6.3 M

Circular. Col. Cent. Rate-above 6.3 M TO 7.3 M

Circular. Col. Cent. Rate -above 7.3 M TO 8.3 M

Circular. Col. Cent. Rate -above 8.3 M TO 9.3 M

Circular. Col. Cent. Rate-above 9.3 M TO 10.3 M

Circular. Col. Cent. Rate-above 10.3 M TO 11.3 M

Curv. Surface. Cent. -above 10.3 M TO 11.3 M

Curv. Surface. Cent. -above 11.3 M TO 12.3 M

Curv. Surface. Cent. -above 12.3 M TO 13.3 M

Curv. Surface. Cent. -above 13.3 M TO 14.3 M

Curv. Surface. Cent. -above 14.3 M TO 15.3 M

Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete.

Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50 mm x 60 mm MS angle for both sides and for steps at 30 cm C/C welded jointed etc., for I staging from GL to Fst level brace (weight 4.5kg/m) Iind and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level - 1 No. and abouve Ground Level - 4 Nos. Supply and fixing of 32 mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS base plate of 100 mm x 100mm 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 over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.

Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick

Distempering the wall with one coat using primer over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete.

80mm dia GI pipes for inlet connection

80mm dia GI pipes for over flow and RWH

80mm dia GI pipes for delivery pipe.1,2

80mm dia GI pipes for scour pipe.

80mm dia GI Coupler

80mm dia GI Elbow

90 X 75mm dia PVC Reducer

80mm dia GM Gate Valve

90mm PVC Threaded coupler

90mm PVC Pipe 6KSC

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}

RENGANAYAGI AND CO (BID ID -1395535)