CONSTRUCTION OF EARTH WORK, P.C.C LINING and STRUCTURE OF WATER COURSE A,B,C,D,E,F and G OF OL-2 EX. KM. 1.725 ( MAHULIA DISTRIBUTRORY)

Amount

Preparation of seat of embankment or canals by 75mm. Ploughing and removing the grass roots etc. as per specification and direction of E/I. (7.1.1) Part B

Clearing Grass and Removal of Rubbish (2.2) Part A Corrg.

Earth work in filling in canal banks (canal discharge upto 28 cumecs) as well as special repairn of canal banks in ordinary soil in proper profile (vide classification of soil item-A) obtained from borrow area or any other sources free from logs, roots or any other ingredients etc. with initial lead of 15M and lift of 1.5M including breaking clods to maximum 50mm cube placing the earth in layers not exceeding 225mm thick complete as per specification and direction of E/I (mode of measurement sectional measurement shall be compacted earth) (7.1.25)Part B Corrg.

Earth work in flood embankment, canal banks as well as special repair of embankment in canal bank in grade – A & B types of soil (vide soil A and B) in proper profile excavation by hydraulic m/c. and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification and direction of E/I.(As per T.E.C.Letter No. 587 Dated 22-9-06) Lead beyond 150 M but upto 500 M. (7.1.26.1) Part B Corrg.

Labour for rolling and compacting the earth in layers of 225 mm thick at O.M.C. by sheep foot driven by tractor to achieve minimum 95% of maximum dry density. including sprinkling the required quantity of water, making arrangement for Supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction of E/I. (mode of measurement- sectional measurement of compacted earth) (7.1.39) Part B Corrg.

Earth work by scooping in ordinary soil in distributary/ water courses using hydraulic excavator (CK90) of bucket capacity (090 cum) including cutting, trimming bottom and side slopes of filled earth in accordance with requirement of lines, grades and cross section, all job completed of as per specification and direction of E/I. (C.E. Monitring ranchi Letter No. 950 dt. 09.11.2015)

E/w in excavation of water cource in ordynary soil with initial lead of 10m and lift of 1.5 m including clod breaking, rough dressing as per specification and direction of E/I. (7.1.16) Part-B

Extra for earth work in hard soil (vide classification of soil item- B) all complete as per specification and direction of E/I. (7.1.10)Part-B

Earth Work in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) Vide type of soil item -C with disposal of spoil up to 500M with all lifts by tipper including construction and maintinance of haul road all complete as per specification and direction of E/I. (7.1.43.6)Part-B

Fine dressing of the canal banks or embankment and turfing with 75mm grass sods, obtained within lead of 150M, including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I (7.1.42.1)Part-B Corrg.

Extra for each lead of 150 M over initial lead of 150 M (7.1.42.2)Part-B Corrg.

E/W in lip cutting in side slope & bed of canal in ordinary soil with initial lead of 30m & lift of 1.5m including the cost of formation of sub grade of canal lining, profilling, levelling, controlling of slopes & fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. (7.1.21) Part-B

E/W in excavation of foundation trenches in ordinary soil ( vide classification of soil item-A) and disposal of excavated earth so obtained to a distance upto 50m and average lift of 1.5m including levelling, ramming the foundation trenches removing the roots or shurbs etc all complete as per specification and direction of E/I. (7.1.27) Part-B

Earth Work in excavation of cut -off trenches as per design section in soft rock or ordinary rock (where blasting is not needed) (vide classification of soil item-C with disposal of spoil (beyond 50M, away from the toe of dam in country side) with initial lead of 150M. and lift of 1.5M. including making the section in profile, dressing sides in proper slope and bed in proper grade etc. all complete as per specification and direction of E/I. (5.1.10.2) Part-B

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vidration including curing for 14 days.) Sl. No. 7.1 Part-A Corrg. (373.360 + 134.160 = 507.52M³ )

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification. PCC Grade M15 (Height upto 5M) Sl. No. 7.3/A(P) Part-A Corrg. (556.370 + 622.600 = 1178.97M³ )

Furnishing and Placing Reinforced/Prestressed cement in super-structure as per drawing and Technical Specification. RCC Grade M20, (Height upto 5M) For Solid slab Super-structure (Using concrate Mixer) Sl. No. 7.4 (A) Case 1 - i/p, Part-A Corrg.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification. PCC Grade M20 (Height upto 5M) Sl. No. 7.3/B(P) Part-A Corrg.

Furnishing and Placing Reinforced/Prestressed cement in super-structure as per drawing and Technical Specification. RCC Grade M20, (Height upto 5M) For T-beam & slab (Using concrate Mixer) Sl. No. 7.4 (A) Case 1 - ii/p, Part-A Corrg. (322.710 + 29.52 = 352.23M³)

Providing shuttering including strutting proping etc. and its removal after use in foundation as specification and diretion of E/I. (7.3.18) Part-B

Providing shuttering, including strutting proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and diretion of E/I. (7.3.19) Part-B

providing centering including stutting and proping etc. and its removal after use in deck -slab as per specification and direction of E/I. (7.3.20) Part-B

Supplying fitting and fixing rubber seal (water stop) of approved quality for constriction joints complete Job as per sepection and direction E/I. (7.8.2 ) Part-B

Providing Tor steel reinforcement of 8mm. Dia rods as per approved design and drawing with cutting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (excluding carriage of bars to work site) all complete as per building specification and direction of E/I. 8 mm TMT Fe 500 [only valid for TATA (Tiscon), Sail, JSPL, Electrosteel Steels Ltd., Bokaro and vizag (RINL)] (5.5.4) BCD

Providing Tor steel reinforcement of 10mm., 12mm & 16mm. Dia bars as per approved design and drawing with cutting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (excluding carriage of bars to work site) all complete as per building specification and direction of E/I.

(a) 10 mm (TMT Coil Fe 500) [only valid for TATA (Tiscon), Sail, JSPL, Electrosteel Steels Ltd., Bokaro and vizag (RINL)] 5.5.5(a) BCD

(b) 12 mm (TMT Coil Fe 500) [only valid for TATA (Tiscon), Sail, JSPL, Electrosteel Steels Ltd., Bokaro and vizag (RINL)] 5.5.5(b) BCD

(c) 16 mm (TMT Coil Fe 500) [only valid for TATA (Tiscon), Sail, JSPL, Electrosteel Steels Ltd., Bokaro and vizag (RINL)] 5.5.5(c) BCD

Providing Tor steel reinforcement of 20mm., 25mm., 28mm., 32mm. Dia bars as per approved design and drawing with cutting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (excluding carriage of bars to work site) all complete as per building specification and direction of E/I. 20 mm dia (TMT bar Fe 500) [only valid for TATA (Tiscon), Sail, JSPL, Electrosteel Steels Ltd., Bokaro and vizag (RINL)] (5.5.6) BCD

Earth work in filling foundation trenches and back filling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a sutable profile within a lead of 30 M and lift of 1.5 M complete job as per specification and direction of E/I. (7.1.31) Part-B Corrg.

supplaying and laying good quality of stone metal (20mm to 63mm size )in the rock toe, heal trenches toe drain as per design and drawing including the cost of materials, royalty, all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I (5.6.3) Part-A Corrg.

Providing and laying dry pictching with precast concrete block 600mmX600mmX300mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per design) and approved quality of sand of required F.M. (2.5 to 3.0) washed and screened including necessary form work, tools and plants, vaibrating, curing, as well as royalty and all taxes all complete job as per specification and direction of E/I. ( 7.3.17 ) Part-B Corrg.

supplaying and labour charge for pitching on apron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150M and all lifts as per specification and direction of E/I (7.7.18)+ M018, P-19, Corrg. WRD

Providing compacted 150mm thick sand filter requir F.M. as per desgin on side slope and in bed of canal with coarese, including cost of water, ramaning, leveling and dressing etc. all complete as per specification and direction (7.2.1.B) Part-B Corrg.

providing and fixing in postion 25 mm thick bituminastic board (shallitex or equivalent) as per I. S. 1838-1983 in expansion or construction joints, all compilet job as per specification and direction of E/I (7.8.3) Part-B

providing weep hole with dry graded stone filter of 20mm to 40 mm size in abutment and wing wall as per specification and direction of E/I (6.9) Part-A Corrg.

providing 100mm thick P.C.C. lining M-150 with nominal mix of (1:2:4 ) with well graded stone chips ( 20mm & down ) & coarse sand of approved quality of required F M ( 2.5 to 3.0 ) in side and bottom curved portion of the canals in panel with construction joint including cost of form work and its removal,curing,royalty and all other taxes etc. complete job as per specification and direction of E/I. ( 7.2.19.1 ) Part-B Corrg. 1073.318 + 109.565 = 1182.883M³

Providing 125 Micron L.D.P.E. film below canal lining including all Texes etc. all complete as per specification and direction of E/I. Common item Page-20

Providing 10mm thick vertical joints at suitable interval, joints filled with bituminuos materials of approved quality including royalty all taxes etc. all complete as per specifiction and direction of E/I.

(a) For canal bed (7.2.10.2)Part-B

(b) For canal side slope (7.2.10.1) Part-B

carriage of materials by diesel truck (8.00MT capacity) inculading loading unloading and staking .

(a) sand 60 KM (subarnakha river)2k+58p

(b)stone metal from hata 39km(2K+37P )

(c) stone chips from hata -39km(2K+37P)

(d) Cement+ STEL from jamshedpur 44km(44P) (Qty. CEMENT-1486.482MT & STEEL- 85.97MT = 1572.452)

(e)STONE BOULDAR from hata 39km(2k+37p)

Add GST @12%

Add Labour Cess @1%

MEGOTIA CONSTRUCTION PVT LTD