Deepening of Nagappachetti Enthal and Sluice , Weir at Karupparkovilpatti in Vendhanpatti Panchayat

Amount

Clearing the Juliflora jungle without uprooting and disposing of the same as directed by the Engineer in charge of the Works and as per technical specification

Earth work in all type of soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 m deploying earth mooving machineries and tippers including benching, formation of bunds, breaking of clods and sectioning etc., complete.

Sectioning during forming bunds when earth moving machinery, lorries and rollers are used for consolidation.

Supplying Demarcation RCC precast post of size 0.15x0.15x1.20m in RCC M -20 using 20mm jelly and fixing the post 45 cm depth below ground level,the post includes using 4 nos of 8mm RTS mainrod and 6mm dia 9nos as stirrups with steel centering and painting with enamel paint all round the post etc.,complete and conveyance the post to the site of demarcated boundary of tankbund, Foreshore and supply channel etc.as directed by the departmental officers

Supplying and fixing of TBL stones and B.M stones the exposed surfaces neatly dressed to a height of 15cm including cutting letters 10cmx10cmx25 cm.

Earth work excavating and depositing on bank with a initial lead of 10 m & initial lift of 2 m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size of boulders hard gravelly soil com

Dismantling Without damaging the near by strectures if any, clearing away and carefully stacking materials useful for reuse for any thickness of wall in Brick or stone masonry in cement mortar walls under 3m high etc., complete complying with standard spe

Dismantling Without damaging the near by strectures if any,clearing away and carefully stacking materials useful for reuse for any thickness of Plain cement concrete complete complying with standard specification and as directed by the Engineer in char

Earthwork excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size of boulders hard gravelly soil inclusive of shoring to full depth strutting and bailing out w

Filling with M.Sand including cost and conveyance and all labour charges etc completed.

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Supplying and Laying Jointing and fixing in Position of R.C.C Hume Pipes of NP3 class of 900m dia with suitable collars including labour charges and Jointing materials etc complete complying with std.,specification

Supplying and fixing cut stone roughly dressed to size all faces and set in cement mortar 1:3 (One cement and three sand) including all incidental charges such as finishing and curing etc., complete complying with standard specification and as directed by

Providing Steel Centering for RCC Slabs, beams or plain surfaces including strutting upto 3.00 m high using MS sheets, 10 guage thick of size 90cm x 60cm, Stiffened with Ms angles of size 25mm x 25mm x 3mm laid over silver oak joists of size 10 cm x 6.5 c

Cement concrete 1:2:4 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

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

Refilling with excavated earth (other than sand) with all leads and lifts for filling the open cut wherever necessary in layers including breaking clods watering and compaction using Power Roller to atleast 95% of Proctor Density at OMC in each layer and

Fabricating and supply of country wood plug size of 40 * 40 cm and 45 cm to 60 cm height. The plug rod with 20 mm dia mild steel rod size of 3.0 m to 4.50 m height, The plug top side, middle, centre and bottom side covered iron strap - 3 nos. Plate th

Constrction of Wier

Earth work excavating and depositing on bank with a initial lead of 10 m & initial lift of 2 m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size of boulders hard gravelly soil com

Dismantling Without damaging the near by strectures if any, clearing away and carefully stacking materials useful for reuse for any thickness of wall in Brick or stone masonry in cement mortar walls under 3m high etc., complete complying with standard spe

Dismantling Without damaging the near by strectures if any,clearing away and carefully stacking materials useful for reuse for any thickness of Plain cement concrete complete complying with standard specification and as directed by the Engineer in char

Earthwork excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size of boulders hard gravelly soil inclusive of shoring to full depth strutting and bailing out w

Filling with M.sand including cost and conveyance and all labour charges etc completed.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.

Cement concrete 1:2:4 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

Providing steel centring for RCC slabs,beams or plain surfaces including strutting 3m height usingMS sheet ,BG .10 gauge thick of size 90 x60cm BG 10 gauge stiffened with MS angles of size 25 x 25 x 3mm laid over silver oak joists of size 10cm 6.50cm

For Centering without strutting(up to basement)

for centering With Strutting

Cement concrete 1:1.5:3 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Refilling with excavated earth (other than sand) with all leads and lifts for filling the open cut wherever necessary in layers including breaking clods watering and compaction using Power Roller to atleast 95% of Proctor Density at OMC in each layer and

GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 1 & 13 of Section 2 of Instruction to Bidders (ITB) of SBD)

P. ARIVAZHAGAN