Restoration and Lining work in Main Canal of Harhi Weir Scheme under Palamu District

Amount

Cleaning and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth up to 300mm,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness) by manual means In area of light jungle. (Com. 2.03(i)A, P-195)

Dismantling of existing structures like culverts, bridges, retainnig walls and othe structures comprising of masonry,cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary,sorting the dismantled material, disposal of unserviceable material and staking the serviceable material with all lips and lead of 1000 m. Cement Concrete grade M-15 and M20 (SR No.COM-2.04(i)(I)(B), P-196)

Dismantling of existing structures like culverts, bridges, retainnig walls and othe structures comprising of masonry,cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary,sorting the dismantled material, disposal of unserviceable material and staking the serviceable material with all lips and lead of 1000 m. Rubble stone masonary in cement mortar (SR No.COM-2.04(iii)(I)(B), P-196)

Preparation of seat of embankment of canal by 75 mm ploughing and removing the grass roots etc. as per specification and direction of E/I. (WRD SOR No. 7.1.1)

Earth work filling in canal bank (canal discharge upto 28 cumes) as well as special repair 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 leads of 15M and initial lifts of 1.5 M including breaking clods to maximum 50 mm cube placing the earth in layers not exceeding 225 mm thck complete as per specification and direction of E/I. (Mode of measurment sectional measurment shall be of compacted earth) (WRD SOR No. 7.1.25)

Extra for Earth work for each subsequent lift of 1 M over the initial lift of 1.5 M for ordinary and hard soil (vide classification of soil item A& B) (WRD SOR No. 7.1.34.1)

E/W in bed clearance or desilting of canals carring F.S discharge of 28 cumecs (1000 cusecs) or more in dead coarse of rivers etc. in ordinary soil and removing the excavated earth in proper profile in spoils etc. with initial lead of 30 M and lift of 1.5 M as per specification and direction of E/I.(WRD S.O.R. item no 7.1.18)

Extra for earth work in each additional lead of 25 m beyond the initial for ordinary or hard soil (vide classification of soil item A and B) as per specification and direction of E/I. (Specification revised vide T.E.C. letter No 1867 (Anu) dated 09.12.88), (WRD S.O.R. item no 7.1.33.1)

Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30M 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 execavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I.(WRD SOR N0- 7.1.21)

Providing compacted 150 mm thick sand filter of required F.M as per design on side slopes and in bed of canal with coarse sand including cost of water, ramming, levelling and dressing etc. all complete as per specification and direction of E/I (WRD SOR No.7.2.1.B)

Providing and supplying hessian cloth(0.3 kg/M2 Cot.) [COM SOR No. 81 (M-268),P-61]

Providing 100 mm 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, royalty and all other taxes, complete job as per specification and direction of E/I.(WRD SOR No 7.2.19.1)

Providing 10 mm thick vertical joints at suitable interval, joints filled with bitumenous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. a) For canal side slope.(WRD SOR No.7.2.10.1)

Providing 10 mm thick vertical joints at suitable interval, joints filled with bitumenous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. b) For canal Bed. (WRD SOR No. 7.2.10.2)

Earth work in flood embankment canal banks as well as special repair of embankment in canal banks 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 layers not exceeding 225 mm thick all complete as per specification and direction of E/I. Lead Beyond 150 M but upto 500 M. (WRD SOR item no. 7.1.26.1)

Watering and consolidation of earth laid in 150mm to 225mm layers by manual labour with C.I. hammer to achieve minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I. (WRD S.O.R. item no 7.1.38)

Providing 50 mm dia non return pocket valve complete with bolt and nuts etc. all complete as per specification and direction of E/I (WRD SOR No- 7.2.15, P-141)

Earth work in excavation of canals having discharge between 8.5 cumes( 300 cusecs) and 0.14 cumes ( 5 cusecs) in ordinary soil (vide classification of soil item -A) including clod breaking, having earth in 225 mm layer and rough dressing of soil with initial lead of 10 M and lifts of 1.50 M all complete as per approved design specification and direction of E/I (WRD SOR No- 7.1.8)

Providing and placing sand filter free from clay and others organic materials (F.M.2.5 to 3.0) in slope and bed of the canal, below lining including the cost of watering, compaction, royality and other taxes as per specification and direction of E/I (WRD SOR No- 7.2.8)

Providing filter of stone chips 5 mm to 20 mm and down well graded as per design for lined canal, drains including hand packing etc. as per specification and direction of E/I (WRD SOR No- 7.2.2)

Providing and placing stone metal graded filter of size 20 mm to 45 mm in slopes and bed of the canals below lining including royalty and other taxes etc all complete as per specification and direction of E/I. (WRD SOR No- 7.2.7)

PCC M15 Grade leveling course below approach slab complete as per drawing and technical specificaion. (RCD S.O.R. No. 14.10,Case II, P-604)

Reinforced cement concrete approach slab including reinforcement and form work complete as per drawing and technical specifications. (RCD S.O.R.ITEM No. 14.11,P-604)

Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification. (RCD S.O.R. ITEM No. 14.04,P-603)

Providing and fixing drainage spout of 100mm dia. G.I. pipe with 10 mm dia. G.I.Bolt, complete job as per drawing and technical specification of E/I. (RCD S.O.R ITEM No-15.17, P-639)

Supply of morrom all complete as per specification and direction of E/I. (Com S.O.R Sl. No.-3, item Code M-003), P-32

Aggreegate Garde -I (90 mm to 45 mm at quarry (Com S.O.R item Code M-009), P-32

Garde -II (63 mm to 45 mm at quarry (Com S.O.R item Code M-008), P-32

U-PVC pipe equivalent 75 mm dia. (Com S.O.R item Code M-1265), P-72

Providing dewatering including complete arrangement for pumping set desel pump per 10 HP from the surface and ground all complete as per specification and direction of E/I. (WRD SOR Page no.-83 & Sl. No.-10, item code-PM-29)

Earth Work in Excavation in 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 S.O.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. (WRD S.O.R. item no 7.1.10, P-133)

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 SOR No. 7.1.37)

Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete job as per specification and direction of E/I. (WRD SOR no 7.7.14)

Providing and laying PCC (1:3:6) in foundation (Plain Cement Concrete (1:3:6) nominal mix in foundation with crushed stone aggregate 40 mm nominal sized mechanically mixed, placed in foundation and compacted by vibration includind curing for 14-Days. E/I (RCD SOR No. 12.04,P-477)

Centring and Shuttering including strutting,Propin g etc. and removal of form for foundations,footing,bases of columns, etc. for mass concrete. (B.C.D S.O.R No 5.3.17.1) P - 108

Plain/Reinforcement cement concrete in open foundation complete as per draing and technical specifications. (RCD SOR ITEM N0.-12.08,(A) Pcc Grade M15, Case II- PCC Grade M15 using batching plant & manual placing, P-477)

Plain/Reinforcement cement concrete in open foundation complete as per drawing and technical specifications. RCD S.O.R. No. 12.08(B) CASE II.(PCC Grade M20 using batching plant, transit mixer & manual placing), P-477

Plain/Reinforcement cement concrete in open foundation complete as per draing and technical specifications. (RCD SOR ITEM N0.-12.08,(C) Case II- RCC Grade M20 using batching plant & manual placing, P-477)

Plain/Reinforcement cement concrete in sub-structure complete as per drawing and technical specifications. RCD S.O.R. No. 13.05(E) RCC Grade M20, (p) Height upto 5m, RCC Grade M20 using batching plant transit mixer & concrete pump, P-568

Furnishing and placing reinforced/ prestressed cement concrete in superstructure as per drawing and technical specification. (A) RCC Grade M20, using batching plant, transit mixer and concrete pump (RCD S.O.R. No. 14.01(A) i,p,P-601)

Providing shuttering including strutting, proping etc. and its removal after use in foundation as per specification and direction of E/I. (WRD S.O.R. item no 7.3.18)

Providing shuttering including strutting, proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. (WRD S.O.R. item no 7.3.19)

Providing centering including strutting, proping etc. and its removal after use in deck slab as per specification and direction of E/I. (WRD S.O.R. item no 7.3.20)

Plain/Reinforcement cement concrete in sub-structure complete as per drawing and technical specifications. RCD S.O.R. No. 13.05(A) PCC Grade M15, (p) Height upto 5m, PCC Grade M15 using batching plant & concrete pump, P-568

Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. ( COM. SOR No. 5.7.11, P-200)

Supplying and laying good quality of stone metal filter (20mm to 63 size) in the rock toe heel trenches toe drain as per design and drawing including the cost of materials royalts all taxes etc but excluding the cost of carriage all complete as per speciification and direction of E/I. (COM SOR No. 5.6.3 , P-209)

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. (COM SOR No. 5.6.8 , P-209)

Cement washing to coats with ordinary portland cement including cost of cleaning the surface thoroughly, scaffolding, curing, washing the floor and taxes all complete as per building specification and direction of E/I. (B.C.D. S.O.R No. 5.8.12)

Providing tuck pointing in cement on stone masonary(1:3) with clean coarse sand of F.M 1.5 including screened ,curing with all leads and lift of water, scaffolding taxes and royalty all complete job as per specification and direction of E/I. (Comm SOR no 5.7.10 p-200

Earth Work in filling in 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 S.O.R. item no 7.1.31)

Providing random rubble stone masonary in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. (SOR No. COM 5.2.28, P-204)

Providing random rubble stone masonary in C.M. (1:4) in superstructure and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening of materials, scaffolding, raking out joints to 20 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. (SOR No. COM 5.2.31, P-204)

Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5, including screening. Curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. (SOR No. COM 5.7.12, P-200)

Supplying of 0'6" dia (150mm) NP2 R.C.C Hume Pipe with Collar As per I.S.S 458-1971(COM S.O.R page no - 83 sl. no - 11, item no- M300)

Supplying of 1'0" dia (300mm) NP2 R.C.C Hume Pipe with Collar As per I.S.S 458-1971(COM S.O.R page no - 83 sl. no - 14, item no- M300)

Supplying of 3'0" dia (900mm) NP3 R.C.C Hume Pipe with Collar As per I.S.S 458-1971(COM S.O.R page no - 84 sl. no - 27, item no- M301)

Labour for laying, fitting and fixing 150 mm dia NP2 R.C.C Hume pipe with collar in line, level and grade as well as providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E/I.(WRD SOR.No. 7.6.1.1)

Labour for laying, fitting and fixing 300 mm dia NP2 R.C.C Hume pipe with collar in line, level and grade as well as providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E/I.(WRD SOR.No. 7.6.1.3)

Labour for laying, fitting and fixing 900 mm dia NP3 R.C.C Hume pipe with collar in line, level and grade as well as providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E/I.(Hume pipe available within a lead of 40m )(WRD SOR.No. 7.6.2.4)

Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I.(COM SOR No. 6.9 , P-209)

Providing and fixing in position 25 mm 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 No. 7.8.3)

Providing and laying dry pitching with precast concrete block 600mm x 600mm x 300mm size of M-10 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/I. (WRD SOR No. 7.3.17, P-144)

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specification. (RCD SOR ITEM No. 12.42, P-492)

Supplying, fitting and placing un-coated HYSD bar reinforcement in sub-structure complete as per drawing and technical specification. (RCD SOR ITEM No. 13.06, P-569)

Supplying, fitting and placing un-coated HYSD bar reinforcement in super-structure complete as per drawing and technical specification. (RCD SOR ITEM No. 14.02, P-603)

Providing and laying in position cement concrete of specificed grade excluding the cost of centering and shuttering -All work Up to plinth level (1:2:4 ) 1 cement : 2 coarse sand (zone -III): 4 graded stone aggregate 20 mm nominal size ) (BCD -5.3.1.2)

Providing and laying cement concrete in retaining walls retrun walls (Any thickness including atteched pillars post struts buttersses string or lacing course parapets coping bed block anchor blocks plain window sills fillets sunken floors etc: Up to floor five level excluding the cost of centering shuttering and finishing (1:1.5:3) 1 cement:1.5 coarse sand (zone -III) : 3 graded stone aggregate 20 mm nominal size (BCD-5.3.2.1)

Providing 6 mm thick cement plaster (1:4) with clean coarse sand of F.M 1.5 including screening curing with all leads and lifts of water scaffolding taxes and royality all all complete job as per building specification direction of E/Idirection of E/I (BCD-5.7.6)

Providiing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding curing and taxes all complete job as per specifiction and dorection of E/I (BCD-5.8.24)

Providing 12 mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 including screening curing with all leads and lifts of water scaffolding taxes and royality all all complete job as per building specification direction of E/Idirection of E/I (BCD-5.7.3)

supplying fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame size 60x60x6 mm size in cluding cost of all complete as per specification and direction of E/I (BCD-5.5.29)

Providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly scaffolding and taxes all complete as er specification and direction of E/I (BCD-5.8.42)

Providing fitting and fixing M.S grill made of 20x6 cm M.S flateas per approved desigan and drawing properly fabricated with joints continous fillet welded and finished smooth carriage of grill to work site hoisting as per specification and direction of E/I (BCD-5.5.12)

Carriage of material as per actual lead (A) Cement (8.5 S +0.5Un.S+1.5K)

(B) sand (12.5 S +0.5Un.S+2 K)

(C) Stone Chips (23.5 S +0.5Un.S+3 K)

(D) Stone Metal (23.5 S +0.5Un.S+3 K)

(E ) Stone Boulder (23.5 S +0.5Un.S+3 K)

(F) Steel (12.5 S +0.5Un.S+2K)

(G) Bricks (8.5 S +0.5Un.S+1K)

(H) Hume pipe 150mm dia (10 S + 1.0Un.S+3 K)

(I) Hume pipe 300mm dia (10 S +1.0Un.S+3 K)

(J) Hume pipe 900mm dia (56 S + 1 Un.S+3 K)

(k) morum (10 S +2 Un.S+3K)

Add GST @18%

Labour cess@1%

MEGOTIA CONSTRUCTION PVT LTD