Construction of Fish Landing Centre at Earipurakkarai in Thanjavur District.

Amount

Earthwork excavation for foundation in all soils and sub soils and to the full depth as may be diverted except hard rock requiring blasting inclusive of shoring, strutting and baling water wherever necessary refilling the sides of foundation with excavate

Supplying and filling basement with sand of not morthan 15cm thick well rammed and consolidation complying with standard specification

Plain cement concrete 1:4:8 (one cement, four sand and eight aggregation) using 40mm size HBG stone jelly including dewatering if found necessary and laid in layers of not more than 15 cm thick etc., complete - 10 m3

Supplying erecting and centering including necessary support for plain surfaces using M.S. sheets of size 90cm x 60cmxBG 10 gauge stiffened with welded M.S angles of size 25mm x 25mm x3mm for boarding laid over silver oak joists of size 10cm x 6.5cm space

Grade Beam

Reinforcement cement concrete 1:11/2:3 (One cement, one and half sand and three aggregates) using 20mm size HBG stone jelly excluding centering shuttering and also cost of reinforcement - grill --- including casting, vibrating, curing etc., complete

For foundation and basement

Supplying fabricating and placing in position of M.S/RTS rods for steel grills all RCC works including binding wire,cutting, bending, tieing etc., complete.

Plain cement concrete 1:3:6 (one cement, three sand and six aggregate) using 20mm size HBG stone jelly excluding centering shuttering and also cost of reinforcement - grill --- including casting, vibrating, curing etc., complete

Supplying laying RCC Hume pipe 90 cm Dia to proper alignment and gradient and labour charges complete

Boring using all machineries and tools required through all soils other than soft rock and hard strata using 10% of Bentonite solution by volume of concrete for bored casting situe piles of 600mm dia.The rate is inclusive of forming the sufficient length

Installing pitching driving 6mm thick MS inner tube of upto 600mm dia in all soils including in incidential charges , machinery charges and labour for holding in vertical alignment in position for 600mm dia. Bored cast in situe pile etc complete as direct

Supply and fabrication of mild steel linner tube of following dia with M.S.Steel plate of 6mm thick including all charges for transporing and bending of the inner tube to the required shape and size including welding with standard electrode materials to r

Providing and placing in situ design mix Reinforced cement concrete of M30 using ordinary port land cement (OPC) and using 20mm gauge HBG stone jelly with maximum water cement ratio of 0.40 for all building works excluding cost of steel reinforcement an

Dismantling of existing structures cement concrete, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres compl

ORDINARY SOIL SS 20B Earth work excavation and depositing on bank with initial lead of 10 M and initial lift of 2 M in sand silt or other loose soil, wet sand or silt, sandy soil not under water light black cotton soil, and ordinary soil including excava

Cement Concrete 1:4:8 (One Cement four sand, eight aggregate) using 40mm HBG metal for foundation and Flooring including dewatering if found necessary and laid in layers of not more than 150m thick including cost and conveyance of materials labour charges

Centering &Shuttering for soffits and side including supports and strutting upto 3 M height for plain surface on latural being using MS Sheets of size 90x60 cm and MS 10’gauge stiffend with weld mesh steel angles of size 25x25x3 mm for boarding laid over

a) Grade Beam

b) Column, Beams & Lintels

c) Slab & Sunshade

Reinforced cement concrete 1:1 ½ :3 (one sand one and half sand three aggregate) M:20grade concrete using 20mm hard blue granite jelly including cost of materials, conveyance charges, mixing, laying curing etc. complete

(a) Upto basement

(b) Above basement

Supplying factory fusion bonded epoxy coated with minimum 175 microns thickness H.Y.S.D. steel ( Cold, Twisted ) reinforcement for R.C.C work including cost and conveyance from point of purchase to reputed company and to site after coated straightening,

a) For Pile

b) For Column & Beam

Brick work in Cement mortar 1:5 (one cement Five sand) using country bricks of size 8 ¾”x4 ¼ “x 2 ¾” including cost of materials/ conveyance, and labour charges/ curing etc.

a) Upto basement

b) Above basement

Supplying and Filling the basement with sand in layers of not exceeding 15cm thick .including cost and conveyance of all materials including labour for filling, watering and well rammed and consolidated etc as per standard specification.

Providing RCC Jolly in cement concrete 1:2:4 -50mm thick

Supplying and Fixing of Rolling Shutter including forty materials and fittings, conveyance charges & fixing in position etc. with red oxide priming coat manually operated 6mm PWD dia (LR) 102A(a)

Supplying and paving granite stone slab of 18mm to 20mm thick laying in Cement mortor 1:3 and pointing with C:M 1:1 including cost of materials, conveyance charges and curing charges etc.

Dadooing walls with glazed tiles of size 15cm x 15cm x 6mm laid in cement mortar 1:2/ - 10mm thick and pointing with white cement using 0.4 kg./ M2 including finishing the joint & pointing Flush with tiles surface/ etc. complete - 10 M2

Plastering in Cement Mortor 1:3 ,10mm thick over R.C.C surface and ceiling including rounding off corners wherever required smooth finishing including cost and conveyance of all materials including scaffolding labour for finishing curing etc .,complete

Plastering in Cement Mortor 1:5 ,12mm thick over Brick work surface including rounding off corners wherever required smooth finishing including cost and conveyance of all materials including scaffolding labour for finishing curing etc .,complete as per s

Painting two coats with ready mixed plastic Emlusion of first class quality paint and of approved colour over a Prming coat,including through scraping clean removal of dirt etc.,complete including necessary plaster of paris putty whereever necessary

Weathering Course concrete broken jelly 20mm size in plain slaked lime laid over Rcc roof slab the properties of broken jelly to slaked lime being 32:12½ well beaten by wooden beaters

Finishing the top of roof with one course of machine pressed tiles of size 20x20x2cm machine pressed tiles of approved quality laid in CM 1:3 with water proof compound and painting with same morteer etc., complete

Painting two coats for new Iron work excluding cost of primer etc.

Supplying and fixing of rainwater downfall pipe of 4" dia of heavy duty (PVC) with necessary shoe, bend, clamp etc., including labour for fixing etc., complete

Earth work Open excavation for foundation in all soils and sub soils and to full depth as may be directed except hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated soild other than sand in layer of 15cm thick, well rammed and consolidated, depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and lift of 2m, clearing and levelling the site etc. complete complying with standard specification.

(a) Open Excavation

Sand gravel mix 1:1 including watering tamping,and consolidated by power roller etc complete as per standard specification.

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 300 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Plain Cement Concrete 1:1 1/2:3 (one cement, one and half sand & three of HBG stone jally) using 20 m.m. gauge hard broken granite stone jelly for all PCC items of works excluding cost of centering strutting and shuttering but including laying vibrating with mechanical vibrator finishing curing etc.,completed as directed by the department officers

Supplying and fixing of bituminious tarpad of 12mm thick

Dredging in front of quay and in the entire harbour basin, entrance channel/inlet from creek to sea from existing levels to specified levels and slopes in the area marked in the drawing in all types of soils, pebbles, soft rock etc. dredgable by suction cutter/ grab/ backhoe or any other suitable method, carrying/ transporting in hopper barges/pipelines and disposing by depositing either in the marked reclamation area and/ or in the dumping area located at an average distance of 1km to2 Kms as per the directions and to the complete satisfaction of EIC including all charges of mobilisation, demobilisation of machineries/equipments,men, materials etc. complete with all lead and lift including taking soundings and ploting and producing department both in hard and soft copys and if any archelogical substance / materials found during dredging should be handed over department.

Earthwork open excavation for foundation in all soils and sub soils and to the full depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and baling water wherever necessary refilling the sides of foundation with ex

Drilling of Borewells anywhere in Tamilnadu including transportation of rotary rig from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc., By first taking a pilot bore of 140mm/15

Upto 60mt. Depth ending below ground level

From 60mt. Upto 90 mt. Depth ending from ground level

Reaming 140/150 mm dia pilot bore to 300 mm dia bore as directed by the departmental officers.

upto 60m depth ending below ground level

From 60mt. Upto 90 mt. Depth ending from ground level

Labour charges for inserting PVC casing pipes assembly (with slot or without slot) in the drilled hole including jointing the pipes with PVC couplers with cement paste etc., complete, including supply and packing of annular space with pebbles of size and

150mm dia casing pipes assembly

Charges for developing the Borewell with air compressor of 300 CFM capacity (minimum 8 hours) including transportation, labour and fuel charges for compressor as directed by the departmental officers and conducting yield test by "V" notch method

Supply of PVC casing pipe of 150mm dia 10 KSC of approved quality

with slot

without slot

Suppling and fixing PVC bore well end cap of size 165/168mm dia etc., complete.

Supplying and erection of 2 HP submersible motor with single phase with panel board with two level guard & auto star facilities

Supplying and erection of 1 HP centrifugal mono block pump with single phase without panel board etc.complete

Supplying of HDPE pipe of 50 mm of approval quality in bore

Supplying and laying of PVC pipe of approved quality

32mm PVC pipe

Supplying 25 mm PVC pipe of approved quality

supplying of fixing 1000 lit capacity of PVC water tank of approved quality

Supplying and fixing 32mm dia PVC Ball valve

Supplying and fixing 25mm x 15mm CI Hose collar

Supplying and fixing of following PVC specials

25mm coupler

25mm threaded coupler

50 x 32mm Reducer

32 x 25mm Reducer

Suppying of 20mm flexible hose

Supply of PVC screw down tap heavy type 15mm dia

Supply of 32mm dia PVC TEE

Sub Total Amount for above all items (excluding GST)

GST 18% for above SubTotal Amount

MANI CONSTRUCTIONS (BID ID -1438007)