Construction of Aqueduct at ch. 581.00 and Residual earthwork from ch. 558.00 to ch 592.00 of Punasi main canal under Punasi Reservoir scheme

Amount

Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth so obtained to 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 7.1.27

Earthwork in excavation in ordinary rock or soft rock(where blasting is not needed) (vide classification of soil item -C) with initial lead of 10 m and lift of 1.5 m including dressing making the sides in proper profile and dressing the bed in proper grade ect. all complete as per specification and direction of E/I 7.1.12.2

Earthwork in excavation in canal by the hydraulic excevator(rock breaker) as per designed section in soft rock (where blasting is prohibitted) vide type of soil item-c with disposal of spoil upto 500 m with all lifts by tipper including construction and maintainance of haul road all complete as per specification and direction of E/I 7.1.43.8

Proving coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lift including cost of all materials ,labour,royalty and taxes all complete as per building specification and direction of E/I (mode of measurement compacted volume) (5.4/5.1.10 PART A )

P.C.C. 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 vibration including curing for 14 days .) ( 7.1/12.4 PART A )

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC grade M15 ( 7.2 A/12.8 A PART A )

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC grade M 25 height upto 5 M to 10 M using conrete mixer. (13.5 F(q)case 1 /7.3 F(q) case 1 Part A)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC grade M 20 using conrete mixer. (7.2 C case 1 /12.8 C case 1)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC grade M 20 height upto 5 M using conrete mixer.( 7.3 E(P) case 1/13.5 E (P) case 1 )

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC grade M 20 height from 5 M to 10 M using conrete mixer.( 7.3 E(q) case 1/13.5 E (q) case 1 )

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC grade M 20 using conrete mixer for solid slab structure height From 5m to 10 M. (7.4 A case 1(i)(q)/14.1 A case 1(i)(q))

Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.)(RDD SOR item no. 14.17 )

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications ( 8.1/12.40 part A )

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (8.3/13.6 part A)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications ( 8.5 /14.2 part A)

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 7.1.31

Drainage spouts complete as per drawing and technical specifications (R.D.D. S.O.R. item no.- 14.9)

Supplying and laying sand filter on slope of the dam as per design ,drawing with watering and compaction including the cost of materials ,roylty and all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I.(6.5 / 5.6.5 Part A)

Supplying boulder with minimum size of 300 mm for pitching at quarry.( M 018 /M 003 Part A)

Providing random rubble stone masonary in C.M. (1:4) in foundation and plinth with hammer dressed stone less than 0.03 m³ in volume and clean course sand of F.M. 2 to 2.5 including cost of screening , raking out joints to 20mm depth , curing , taxes and royalty all complete as per building specification and direction of E/I. ( 4.28 / 5.2.28 Part A)

Diesel Pump per 10 H.P. (PM -29 WRD)

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 &B) in proper profile excavation by hydraulic M/C & carriage by tipper truck obtained from borrow area or any other sources free from logs ,roots ,or any other ingradients 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. a) lead beyond 150 m but upto 500 m. 7.1.26.1

b) lead beyond 1/2 km but upto 1 km. 7.1.26.2

Labour for rolling and compacting the earth in layers of 225 mm thick at OMC by sheep foot roller 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.9(mode of measurement-sectional measurement of compacted earth) 7.1.39

Supplying,fitting and fixing copper strip of 16 gauge of approved quality( with 99% purity) in expension joints complete job as per specification and direction of E/I. 7.8.1

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. (RDD SOR 13.14)

Clearing Grass and Removal of Rubbish (2.2 / 2.2 Part A)

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

Labour charge for pitching with stone boulder duly packed in slope and apron with materials within 150 m of work site and all lifts as per specification and direction of E/I.(6.6.6 W.R.D.)

E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. 7.1.43.2

E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item -A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers with initial lead of 10 m and all lifts all complete as per specification and direction of E/I. 7.1.43.3

E/w 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 upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.7.1.43.6

Fine dressing of the canal banks or embankment and turfing with 75mm thick 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

Extra for each lead of 150M over initial lead of 150M.7.1.42.2

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

Providing random rubble stone masonary in C.M. (1:4) in super-structure with hammer dressed stone less than 0.03 m³ in volume and clean course sand of F.M. 2 to 2.5 Including cost of screening of materials , scaffoldings , raking out joints to 20mm depth curing,taxes and royalty all complete as per building specification and direction of E/I.(4.31 / 5.2.31 Part A)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC grade 15 height upto 5 M ( 7.3 A (P) / 13.5 A (P) Part A)

Providing 25 mm thick cement plaster (1:4) with clean course sand of F.M. 1.5 including screeing curing with all leads and lifts of water , scaffolding , taxes and royalty all complete as per building specification and direction of E/I. ( 3.12 / 5.7.12 Part A)

Carriage of Materials (a) Cement (10 KM P)

(b) Sand (1 KM K + 20 KM P)

(c) Stone Metal (1 KM K + 34 KM P)

(d) Stone Chips (1 KM K + 34 KM P)

(e) Stone boulder ( 1 KM K + 34 KM P)

(f) Steel (10 KM P)

GST @ 12% (system generated, hence no separate rate is to be quoted for this item)

Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item)

Shiv Shakti Constructions

MEGOTIA CONSTRUCTION PVT LTD