CONST.OF SLR BRIDGE AT K.M. 11.400(11.280), 12.180(12.490), 12.970, 13.765(14.055), 14.667(15.092),15.180(15.490) AND DLR BRIDGE AT KM 11.915(12.25), 13.215(13.532), DLR BRIDGE CUM FALL AT KM14.265(14.529)OFEDAL DISTY.EX. KM6.818OF HALUDPOKHAR DISTY.

Amount

Earthwork 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 shrubs etc. all complete as per specification and direction of E/I. WRD SOR (7.1.27) pg 118

Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I.WRD SOR (7.1.10) pg-115

Earthwork in excavation in canal by the hydraulic excavator as per designed section in Sort road (where blasting is not needed) vide Type of Soil Item 'C' with disposal of spoil upto 500 m with all lifts by tipper including construction and maintence of Haul road all complete as per specification and direction of E/I.WRD SOR(7.1.43.6) pg-120

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. WRD CORRI.(7.1.37) pg-37

PCC (1:3:6) in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone agreegate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) ( Common Corri. 12.4 pg-47)

Plain/ Reinforced cement concrete in open foundation as per drawing and technical specification. PCC Grade M-15 (Common Corri. 12.8.A)pg47

Plain/ Reinforced cement concrete in sub-structure as per drawing and technical specification. PCC Grade M-15 (Common Corri. 13.5.A(p)pg47

Plain/ Reinforced cement concrete in open foundation as per drawing and technical specification. RCC Grade M-20 (Common Corri. 12.8.C. Case-I)pg-47

Plain/ Reinforced cement concrete in sub structure complete as per drawing and technical specification. RCC Grade M-20 (Common Corri: 13.5 .E.(p) case-I, pg-48

Furnishing and placing Reinforced / Prestressed cement concrete in super - structure as per drawing and technical specification. RCC Grade M-20 Using Concrete Mixture. (Common Corri: 14.1.A.case-I(i).(p) pg-48

Plain/ Reinforced cement concrete in sub structure complete as per drawing and technical specification. RCC Grade M-20 (Common Corri: 13.5 .E.(p) pg-48

Furnishing and placing Reinforced / Prestressed cement concrete in super - structure as per drawing and technical specification. RCC Grade M-20 Using Concrete Mixture. (Common Corri: 14.1.A.case-I(i).(q) pg-48

Furnishing and placing Reinforced / Prestressed cement concrete in super - structure as per drawing and technical specification. RCC Grade M-25 Using Concrete Mixture. (Common Corri: 13.5.F(p) pg-48

Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I.WRD SOR (7.3.18)pg-126

Supplying, Fitting and Fixing un-coated HYSD bar reinforcement on foundation complete as per drawing and technical Specification. (Common Corri: 12.40) pg-52

Supplying, Fitting and Placing HYSD bar reinforcement in sub-structure complete as per drawing and technical Specification. (Common Corri: 13.6)pg-52

Supplying, Fitting and Placing HYSD bar reinforcement in Super-structure complete as per drawing and technical Specification. (Common corri: 14.2)pg-52

Providing and placing in position two layers shalimar tarfet BH (type - II Gr - I) i/s 1322 - 1992 in between cap and deck slab as per approved drawing, specification and direction of E/I. (common SOR )pg-48

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. (WRD SOR: 7.8.3)pg-136

Drainage Spouts complete as per drawing and Technical specification (SOR RCD: 14.9)

Providing and fixing in position bitumen filler (bitumen, cement and sand) in construction joints complete job as per specification and direction of E/I. (WRD SOR: 7.8.4)pg-44

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. (Common corri: 6.7.6)pg-46

Providing and laying MS Angle of Size 65mm x 65 mm x 6 mm of approved quality including all taxes all complete as per specification and direction of E/I.(Common corri, pg-2)

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. WRD SOR(7.1.31)pg-36

E/W 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 & direction of E/I. (As per TEC Letter No. 587 Dated 22-09-06) Lead Beyond 150 M but upto 500 M. WRD SOR (7.1.26.1)pg-36

Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinking 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 ofE/I (Mode of measurement sectional measurement of compacted earth).WRD corri (7.1.39) pg-37.

Supplying and laying sand filter blanketing in horizontal portion of the dam as per design and drawing with watering, compaction including cost of sand, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.COMMON CORR (5.6.1) PG 46

providing filter of stone chips 20mm and down well graded as per design for lined canal, drains including hand packing etc. as per specification .and direction of E/I. WRD CORR(7.2.2)PG 39

Providing and laying dry pitching with precast cement concrete block 600mm x 600mm x 300mm 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, vibrating, curing, as well as royalty and all taxes all complete job as per specification and direction of E/IWRD CORR.(7.3.17)PG 41

Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specificationand direction of E/IWRD.(7.8.2)pg 136

Providing fitting and fixing 75mm dia UPVC pipes as per specification and direction of E/I.WRD(M-1265 Page-60)

Earthwork in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5M. including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. WRD SOR (7.1.21)pg-117

Providing and placing sand filter free from clay and other organic materials (F.M. 2.5 to 3.0) in slope and bed of the canal, below lining including the cost of watering, compaction, royalty and other taxes as per specification and direction of E/I. (where depth of cutting is more than 6M [20ft]). WRD corri.(7.2.8)pg-39

Supplying and labour charge for laying and fixing LDPE film below bed and curvature as per specification and direction of E/I.

Providing supplying of laminated bituminous hessian cloth (contains 7 to 8 numbers of grid / cm2 bitumised with 25 micron LDPE film) Finished with 0.3 kg/m2 density of Hessian cloth all complete job as per specification & direction of E/I. WRD SOR Sl no. 81 ,pg-51

Providing 100mm thick P.C.C. lining in M- 150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joined including cost of form work and its removal, curing, roylty and all other taxes, complete job as per specification and direction of E/I. WRD corri. (7.2.19.1) pg-40

Carriage of materials from different places to work site by mechanical means including loading, unloading & Stacking all complete job.

Cement - 25 KM lead from JSR to Work Site ( 24 km (P) + 1 km (K))

Steel - 25 KM lead from JSR to Work Site ( 24 km (P) + 1 km (K))

Sand - 32 KM lead from JSR to Work Site ( 1 km (K) + 30 km (P) + 1 km (K))

Stone Chips - 8 KM lead from Hata to Work Site ( 1 km (K) + 6 km (P) + 1 km (K))

Stone Metal - 8 KM lead from Hata to Work Site ( 1 km (K) + 6 km (P) + 1 km (K))

Add GST @12%

Add Labour Cess @1%

LORDS INFRACON PRIVATE LIMITED

RKS CONSTRUCTION PVT LTD