Construction of SLR at KM. 14.092, Km.11.710/11.758, Km.11.127 with residual lining work, DLR at Km 5.10/5.30, SLR with Canal in Syphon at Km.1.602 to 1.842 of Jadugoda Distributory.

Amount

E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grage A and B type soil (vide soil A and B) in proper profyle excavation by hydrolic machine and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingradients with all lift including breaking clots to maximum 60 mm size, placing earth in layer not exceeding 225 mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. Dated 22-09-06)

Beyond 150 m upto 1/2 km. (S.R. No. 7.1.26.1)

Labour for rolling and compacting the earth in layers of 225 mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density. Including sprinkling the required quantiry or water, making arrangement for supply and carriage of water with all lead and lift finishing the surface as per plan and drawing, including hier change of compaction machine and other tools and plants etc. for line canal all complete as per specification and direction of E/I. (S.R. Item No. 7.1.39)

Earth work in lip cutting in side slopes and bed of canals in ordinary soil with initial lead of 30 m and lift of 1.5 m. including the cost of formation of subgrade of canal lining profilling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design specificatioln and direction of E/I. (7.1.21)

Supplying and Labour charge for laying and fixing LDPE film below bed and curvature including carriage upto work site all complete as per direction of E/I.

Providing and placing sand filtter free frome clay and other organic materials FM 2.5 to 3.0) in slop and bed of canal below lining including cost of watering compaction royality and other taxes as per specification and direction of E/I (7.2.8)

Providing 100 mm thick P.C.C. lining in M150 with nominal mix of (1:2:4) with well graded stone chips (20 mm and down) and coarsed sand of approved quality required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joints including cost of formwork and its removal, curing, royalty and all other taxes etc. all complete job as per specification and direction of E/I. (7.2.19.1)

Plain cement concrete in sub structure complete as per drawing and technical specification. RCD 13.05 A (p)

Providing 10 mm. thick vertical joints at suitable interval joints filled with sealing compound of approved quality including roaylty and all other taxes etc. all complete job as per specification and direction of E/I. (specification as per drawing)

For canal side slope (S.R. item no. 7.2.10.1)

For canal bed (S.R. item no. 7.2.10.2)

Supplying & labour for painting with sealing compund of approved quality in two layers (1st layer @ 1 litre / 2.00 M2 and 2nd layer @ 1 litre / 4.00 M2) in construction joints in pannels & sleeper including cost of brushes etc. and all other arrangements with carriage of materials to work site all complete as per specification and direction of E/I. (Approved Rate)

Supplying, fitting, fixing hessian cloth of approved quality one side laminated with 25 micron LDPE film of approved quality on slope of canal below lining all complete job as per specification and direction of E/I ( Rs. 38.00 + 10% O.H. + 4.95 C.P. = Rs. 43.68 ) M-268 PART A

Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed 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. (S.R. item No. 5.6.8)

Earth work in excavation of foundation trenches in ordinary soil ( vide classification of soil item - A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including levelling , ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I . ( S. R Item No 7.1.27)

Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I.( S.R Item No 7.1.10)

Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I.( S.R Item No 7.3.18)

Plain /Reinforced cement concrete in sub structure completed as per drawing and technical specifications. M20 RCD. 13.05 E (q)

E/W in excavation in canal by the hydraulic excavator (Rock breaker ) as per designed section in soft rock ( where blasting is prohibited ) vide type of soil item -C with disposal of spoil up to 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I .( S.R Item No.7.1.43.8)

Providing coarse clean local sand in filling in foundation trenches including ramming ,watering ,royalty and all other taxes complete job as per specification and direction of E/I. ( 7.1.37 )

PCC (1:3:6) IN foundation ( plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate , 40 mm in size mechanically mixed placed in foundation and compacted by vibration includin curing for 14 days.( RCD 12.04)

Plain/Reinforced cement concrete in open foundation completed as per drawing and technical specifications M20 (RCD 12.08 C Case II)

Plain /Reinforced cement concrete in sub structure completed as per drawing and technical specifications( RCC GRADE M20 UPTO 5 M) RCD 13.05 E(p)

Plain /Reinforced cement concrete in super structure completed as per drawing and technical specifications( for T- Beam & slab )upto 5 m. RCD 14.01 A(i) (p)

PCC GRADE M15 USING BATCHING PLANT AND MANUAL PLACING (RCD 12.08 A Case (II)

supplying fitting and placing HYSD bars reinforcement in foundation complete as per drawing and technical specifications (RCD 12.42)

(i) 8mm dia. TMT Fe 500

(ii) 10mm dia. TMT Fe 500

(iii) 12mm dia. TMT Fe 500

(iv) 16mm dia. TMT Fe 500

(v) 20mm dia. TMT Fe 500

supplying fitting and placing HYSD bars reinforcement in substructure complete as per drawing and technical specifications( RCD 13.06)

(i) 8mm dia. TMT Fe 500

(ii) 10mm dia. TMT Fe 500

(iii) 12mm dia. TMT Fe 500

(iv) 16mm dia. TMT Fe 500

(v) 20mm dia. TMT Fe 500

Supplying fitting and placing HYSD bars reinforcement in super structure complete as per drawing and technical specifications (RCD 14.02)

(i) 8mm dia. TMT Fe 500

(ii) 10mm dia. TMT Fe 500

(iii) 12mm dia. TMT Fe 500

(iv) 16mm dia. TMT Fe 500

(v) 25mm dia. TMT Fe 500

Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm.thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I.( S.R Item No 7.1.31)

Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification. RCD 14.04

Earth work in filling foundation trenches and back filling of structure - do- with semi pervious or suitable earth obtain after cutting of borrow pit when a lead of 30 M and lift of 1.5 M complete job as per specification and direction E/I ( SR Item no 7.1.32)

12 mm plate ( 2340 mm x 2340mm)

600mm sluice valve without bypass arrangement. (M-1039 (B) sl no. 14

10mm thick MS pipe 1600mm dia. (DWSD SOR : M-1888 XXIX (b) )

Providing two layers Ashphalt sheet (Shalimar tarphelt BH (type II Group -1))as bearing on pier and abutment as per direction of E/I. 1.1495 X 1780 = 2046.11

Providing and fixing in position bitumen filler (bitumen ,cement and sand) in construction joints all complete job as per specification and direction of E/I. (SR Item No 7.8.4)

Supplying fitting and fixing 65 x 65 x 6 mm iron anggle splet anchor rod 10 mm dia. Welded to iron angle @ 300 mm c/c in expansion joint of deck slab

Supplying Fitting and fixing of rubber seal (water stop) of approved quality (with 99% purity) in expansion joints complete job as per specification and direction of E/I ( SR Item No. 6.7.2)

Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (SR Item No 6.7.6)

Providing drainage spout with 230 mm*230 mm m.s. grating, 100 mm dia 1m long G.I. Pipe including cost of all materials and labours as per approved design, drawing technical specification and direction of E/I. (RCD 15.17)

Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S. 1838-1983 in expansion or construction joints, all complete job as per specification and direction of E/I. ( SR Item No. 7.8.3)

Carraige of construction materials by Mechanical Means including loading, unloading and stacking at site etc. all complete as per direction of E/I.( TIPPER 10 TONNE CAPACITY)

Cement = 15K.M + 9 KM (U.G) - (Loading and Unloading)

Haulage -15 k.m (surfaced road)

Haulage - 9 k.m (Unsurface Gravelled road)

Sand (21 km P+9 km UG) =30 km (Loadin and Unloading)

Haulage - 21 k.m (surfaced road)

Haulage - 9 k.m (Unsurface Gravelled road)

Stone chips (22 km P+12 km UG) =34 km

Haulage - 22 k.m (surfaced road)

Haulage - 12 k.m (Unsurface Gravelled road)

Steel (15 km P + 9km UG)=24 Km

Haulage - 15 k.m (surfaced road)

Haulage - 9 k.m (Unsurface Gravelled road)

stone Boulder (22 km P+ 12 km UG) =24 km

Haulage - 22 k.m (surfaced road)

Haulage - 12 k.m (Unsurface Gravelled road)

Add GST @18%

Add Labour Cess @1%

PNV INFRATECH (BID ID -638019)