Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 8,58,000Document Cost
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Description
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Contact
Tender Id
2018_DWSD_32904_1Bid Award Id
ViewTender No
DWSD/JARBA/RPWS/ HZB/15/2018-19 (1st Call)Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
2.45 Lakh Litre capacity 8.0 M Staging
1
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Water Treatment Plant
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Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Unconventional WTP of 1.00 MLD capacity. With all complete job. (Please refer to Section 5,Sl. 2.3 of SBD)
1
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Intake Well With Pump House
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Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)
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Earthwork in excavation of foundation trenches of toe wall Spillway head regulator , outlet ,intake well etc. as per a designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the edge of the trenches) with in initial lead of 150 M all lifts of 1.5 M as per specification and direction of E/I.
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Initial lift
48.35
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Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in ordinary or soft rock (where blasting is not needed ) (Vide classification of soil item-C) with disposal of soil (beyond 50M, from the edge of the trenches) with initial lead of 150 m. and lift of 1.5 m as per specification and direction of E/I .
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Initial lift
80.07
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1st lift
65
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2nd lift
51.5
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Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in hard rock where blasting is needed and stacking properly in approved stack size in approved stack yard beyond 50m from the edge of the trenches in the country side) with initial lead of 150m. and initial lift of 1.5m. as per specification and direction of E/I (Excavated hard rock size should not be more than 150 lb.).
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3rd lift
42.4
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4th lift
36.83
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5th lift
19.26
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Providing P.C.C M-150 with in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 ) including , screening ,shuttering ,mixing cement concrete in mixture and placing in position vibrating striking curing taxes and royality all complete as per building specification and direction of E/I.
4.67
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Providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft , grillage , strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from work bully / steel propups compaction , finishing and curing etc. complete . (By weigh batching and mix design for M-25 and M-30 only . (excluding M.S or Tor reinforcement ) For RCC M-300
14.13
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Providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing and designs or as directed by Engineer - in- charge including normal dewatering centering plywood form work , bully/steeel prop-ups compaction finishing the formed surfaces with CM 1 : 3 of sufficint minimum thickness if special finish is to be provided and curing etc. complete . (By weigh batching and mix design for M-25 and M-30 only . (excluding M.S or tor reinforcement ) for RCC M-30 grade vertical walls
34
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Providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing and designs or as directed by Engineer - in- charge including normal dewatering centering plywood form work bully /steel prop-ups , compection finishing the formed surface with CM1:3 of sufficient minimum thickness if special finish is to be provided and curing etc. complete ((By weigh batching and mix design for M-25 and M-30 only . (excluding M.S or tor reinforcement ) for RCC M-25 grade Floor slab Beam
1.98
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Providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing and designs or as directed by Engineer - in- charge including normal dewatering centering plywood form work , bully/steeel prop-ups compaction finishing the formed surfaces with CM 1 : 3 of sufficint minimum thickness if special finish is to be provided and curing etc. complete . (By weigh batching and mix design for M-25 and M-30 only . (excluding M.S or tor reinforcement ) for RCC M-25 grade. For roof slab
6.62
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Providing RCC M 200 with nominal mix (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM, 2.5 to 3 including shuttering, mixing cement concrete in mixer and placing in position, vibration, striking, curing (but excluding the cost of reinforcement ) taxes and royalty all complete job as per specification and direction of E/I.
2.25
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Providing RCC M 25 with nominal mix in beams of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM, 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibration, striking, curing (but excluding the cost of reinforcement ) taxes and royalty all complete job as per specification and direction of E/I.
5.11
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Providing RCC M 25 with nominal mix in roof slab with approved ) of stone chips 20mm to 6 mm size graded and clean coarse sand of FM, 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I
3.3
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Providing 63 mm average thick RCC M- 200 with nominal mix of (1:1.5.3) in chhajja with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including , shaking drip coarse in concrete screening centering shuttering , mixing cement concrete in mixer and placing in position , vibrating , striking , 6 mm thick cement plaster (1:4) with sand of FM 1.5 curing (excluding the cost of reinforcement ) taxes and royalty all comlete as per building specification and direction of E/I
6.12
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Providing TMT reinforcement (TOR steel) 10 mm, 12 mm as per approved design drawing , removal o f rust cutting , bending, binding including supplying annealed wire placing MS rods in position all complete job as per specification and directionof
E/I.
6.65
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Providing designation 75 A brick work in CM 1:6 in superstructure with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10 mm thick mortar joints,cost of screening of materials, scaffolding, racking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I
10.09
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Suppling, fitting and fixing good quality, well dressed and well seasoned sal wood work in chaukhat in doors, windows, skylight, fanlights and celetial windows openings, including wedge over clamps all complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all complete as per building specification and direction of E/l
0.05
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Supplying fitting and fixing full glazed steel Supplying fitting and fixing fully glazed steel door window or ventilators standard rolled Z and mullion section and sizes as per I.S.-1038 joints met and welded with 100 x 16 x 3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15 x 10 x 10 cm size including cost of oxidized iron fitting with hinges, handle per steps, catch springs 3mmv thick plain glass panes with Aluminium beads and inner frame fixed with lugs of 20 mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint, carriage to work site hoisting and placing in position in all storey and taxes all complete as per building specification and direction of E/I.
9
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Supplying, fitting and fixing 250x20x6mm L-type M.S. Clamp properly fishtailed, including making holes and setting the same in 375x125x75mm. cement concrete block (1:2:4 )with cost of all labour and materials and taxes as per building specification and direction of E/l.
6
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Supplying fitting and fixing 38 mm thick good quality well dressed and well seasoned sal wood battened shutters, ledged and braced in doors and windows with oxidised iron fittings such as hinges, sliding door, bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand blocks as per schedule taxes and royalty all complete as per building specification and direction of E/l.
3.6
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Providing 12 mm thick cement plaster (1:6) for inside &cut safe surface of p/H with clean coarse sand of P M 15 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.
152.35
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Providing 6 mm thick cement plaster (1:4) in ceiling of P/H & jack well with clean coarse sand of FM 1.5 including screening, curing with all leads and lift of water , scaffolding taxes and royalty all complete as per building specification and direction of E/I
59.66
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Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5 % cicoor or any other approved water proofing compound including screening curing with all leads and lifts of water scaffolding taxes and royalty all tex etc. complete job as per building specification and direction of E/I
178.15
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Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface including preparing the plasterded surface smooth with sand paper,scaffolding, curing and taxes all complete as per building specification and direction of E/I
260.56
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Providing two coat of painting with ready mixed paint of approved shade and make over steel surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I
28.35
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Providing R.S joist ISMB 300x 140 mm size fitting and fixing in possion including cutting to required in shape and size, its carrage applying a priner coat of red lead paint etc. all complete job and direction of E/I.
0.48
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Providing an fixing G.I pipe railling having 1.0 m height consisting 50 x 50x 6 mm thick M.S angles as vertical at 1.5 m c/c and additional post at every corner with 3 rows of 25mm dia G.I pipe of medium class variety as horizontal and painting 3 coat of oil paint over one coat of anticorrsive paint of approved colour and shade including cost of all labour transporting bents to curved shape etc. complete
20.56
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Providing and fixing M. s. sluice gates in position as per dtailed drawing and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
1000
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Supplying materials and labour for fixing 20mm dia M.S. bar steps in stening well of 0.3m interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc all complete as per specification and direction of E/I.
29
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Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semimpervious materials on both side of B.C. soil (in gunny bags if required) including ramming , compacting to satifaction of Engineer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in-charge. Quantity may be verify by concern EE during Execution.
1130.4
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Dewatering the excavated trenches and pools of water in the building trinches/pipe line trenches , well works by using pumps and other devices including disposing off water to safc distence as directed by Engineer- in -charge (including cost of machinery , labour fuel, )etc. complete. Quantity may be verify by concern EE during Execution.
4800
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Earthwark in back filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceding 150 mm thick well watered rammed and fully compacted and finaly dressed with earth obtained from excavtion of foundation and kept at a lead of 30 m and initial lead of 1.5 m complete as per specification and direction of E/I .
198.73
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Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete .
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Cement 25 KM lead
45.24
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Steel 25 KM lead
6.65
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Sand 10 KM lead
38.57
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Bricks 15 KM lead
4097
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Stone/Stone Chips 10 KM lead
56.75
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Construction of Gang Way 50 M long and 3.0 M wide
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Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Gang Way (Please refer to Section 5,Sl. 2.2 of SBD)
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Earthwork in excavation of foundation trenches of toe wall, spillway , head regulator, outlet , intake well etc. as per designed section in all kind of soil including moorum soil , soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I.
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Foundation
75
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1st lift
125
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Earthwork in excavation of foundation trenches of toe wall, spillway , head regulator, outlet , intake well, outlet etc. as per designed section in ordinary rock ( where blasting is not needed with initiol lead of 150m and lift of 1.5 m as per specification and direction of E/I.
50
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Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing taxes and royalty all complete as per building specification and direction of E/I.
7.5
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Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S. or Tor In RCC M-300
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In Raft foundation In Foundation Beam
19.5
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Providing and casting in situ Cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S. or Tor In RCC M-300) For Column
5.27
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Providing and casting in situ Cement concrete of trap /granite /quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S. or Tor In RCC M-250) For Bracing
1.59
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Providing and casting in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S. or Tor In RCC M-250) In Gangway floor beam
43.64
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Providing R.C.C.M- 250 with nominal mix of in roof slab with approved quality of stone ships 20 mm to 6 mm. size graded and clean coarse sand of F.M. 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete, as per building specification and direction of E/I.
22.5
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Providing M.S. reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S. rods in position all complete as per Specification and direction of E/I.
9
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Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. ( 2.5 to 3.0 ) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification & direction Of E/I.
347.62
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Providing 6 mm. Thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification & direction of E/I.
104.8
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Providing &Fixing G.I Pipe Railling having 1.0 m height consisting 50 x 50 x 6 mm thick M.S Angles as verticals at 1.5M c/c , and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal & painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to curved shape, etc. complete.
100
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Providing 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 as per building specification and direction of E/I.
452.42
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Providing, constructing coffer dam in river basin/dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious/ semi pervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to satisfaction of Engineer- in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in- charge. Quantity may be verify by concern EE at the time of Execution.
1200
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Dewatering the excavate d trenches and pools of water in the building trenches/pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer - in - charge ( including Cost of machinery , labour , fuel ) ,etc . complete. Quantity may be verify by concern EE at the time of Execution.
1200
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Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete.
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Cement 25 KM lead
59.5
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Steel 25 KM lead
9
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Sand 10 KM lead
44.55
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Stone/Stone Chips 10 KM lead
78.18
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Mechanical & Electrical Work at Intake well
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Supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under (Please refer to Section 5,Sl. 2.4 and 2.6 of SBD)
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Vertical Turbine Pump[make: Kirloskar/Worthington/Mather & Platt/Jyoti as per IS:1710/1972, SIC of VT pump set water lubricated,/ single/multi stage, Radial/Mixed flow, capable of discharging 10.55 LPS against a head of 20m coupled with vertical hollow shaft squirrel cage induction motor, Eff1 rating having 20% more BHP than that of pump, operating on 3phase, 415V, 50 Hz & A.C. Supply with 1500 rpm[make: Kirloskar/ ABB/ Jyoti/ Crompton Greeves/ BHEL/ Marathon] all complete along with suitable discharge head, base plate & accessories such as suitable MS Column pipe flanged type 60ft, spited bearing, line shaft rubber cut less-bush foot value with strainer, sluice valve ratio PN-1.6, NR valve, pressure gauge including cost of construction PCC foundation with cement sand, stone chips, bolt nut, spring washer, etc. and making delivery pipe with piping works required for the job, etc. all complete job, testing standard and instruction of E/I.] Work to be done under Electrical/ Mechnical engineer.
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Discharge - 10.55 LPS and Head - 20m (1W+1S) Around 7.50 HP
2
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Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380 - 440 volt, 3phase, 50Hz with no volt coil, over load element, and ON-OFF push buttons, with necessary material and connected to supply, etc Complete. Starter with original sheet steel encloser. [Make:L&T/Siemens/ABB/Schneider/HPL]
2
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Supply, installation, testing and commissioning of LT Power Distribution Panel for Raw Water to be installed at Intake Well Pump House:-Floor mounted cubical LT panel board fabricated with MS Sheet of suitable gauge and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 63A copper busbar, 1 no. incoming feeder of 63A MCCB & 3no. outgoing feeder of 32A MCCB including 2 no. 32A MCB feeder for lighting and utility [MCCB/MCB/make:L&T/Siemens/ABB/Schneider/HPL], selector switches, Vot-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, including all types of protection units/relays & meters (MFM) and capacitor banks of proper KVAR for Power Factor control cables all complete as per site requirement and IS.
1
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Supplying and erecting 35sqmm XLPE/PVC insulated, armoured cable 1100 V grade with ISI mark Three and half core, stranded aluminium conductor with 6mm thick 25mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall/on pole with 25x3mm M.S. clamps or in provided trench in an approved manner from WTP Pannel to infare LT panel.
400
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Supplying and erecting 4 sqmm XLPE/PVC insulated, armoured cable 1100V grade with ISI mark Three core, stranded copper conductor erected on wall/ on pole in provided trench in an approved manner from LT panel to Motor.
70
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Cost of cable jointing kit making indoor termination and outdoor termination with suitable joints etc. all complete job.
1
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Cost of earthing as per IE rule for each motors & stabilizer.
4
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Providing, erecting 20KVA Servo Controlled Automatic Voltage stabiliser suitable for output voltage of 415 Volt +/- 1%, 3Ph, 50 Hz with copper wound transformer(oil cooled) for input 220 to 460 volt. The stabilizer shall be incorporated with protections and indications like Over Voltage/Under Voltage, Single Phasing, cutoff contractoer with electronic output sensing unit, etc. all complete.
1
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Providing, erecting Change over switch of 63A TPN with SS enclosure, etc. all complete
1
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Providing, erecting triple spur gear type 3 Tonne Chain pulley Block with 6m lift complete with load chain and hand chain suitablefor above lift, tested to 50% over load as per IS 3832 carrying ISI mark
1
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Providing internal and external lighting by wiring and installing lumenaries with suitable Wattage of HPMV/LED light fittings in pump house, gangway, etc. all complete for Raw Water Plant.
1
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Supplying, installation and erecting of Lightening Arrester at pump house of approved make and fire extinguisher & First aid box, etc. as per the direction of E/I at pump house.
1
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(Mechanical & Electrical Part at WTP)
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Suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as (Please refer to Section 5,Sl. 2.5 and 2.6 of SBD)
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Horizontal Split Casing/ End Suction Centrifugal Pump [make: Kirloskar/ Worthington/ Mather & Platt/Jyoti capable for discharging 10.55 LPS against a head of 57 m of single/multi staging, mounted on common base plate, coupled with SPDP Eff1 induction motor, rating of motor 10% more BHP than that of pump, operating on 3 phase, 415 V, 50 Hz with 1500 rpm [make: Kirloskar/ ABB/ Jyoti/ Crompton Greaves/ BHEL/ Marathon] including pressure gauge, required size of sluice valve and non-return valve, standard fittings etc. including construction of MS Suction and delivery header, jointing it with Suction and Delivery line by providing required MS/CI pipes, flanges, reducer and specials, nuts bolts, packings etc. all complete as per the requirement, Indian standards and instruction of E/I.(Contractor will again have to check the design of motor, pump & he will to get it approved by the Deptt.)
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Discharge - 10.55 LPS and Head - 57m (1W+1S) 15HP
2
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-
Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380 - 440 volt, 3phase, 50Hz with no volt coil, over load element, and ON-OFF push buttons, with necessary material and connected to supply, etc Complete. Starter with original sheet steel encloser. [Make:L&T/Siemens/ABB/Schneider/HPL]
2
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Supply, installation, testing and commissioning of L&T Power Distribution Panel for Raw Water to be installed at Intake Well Pump House:-Floor mounted cubical LT panel board fabricated with MS Sheet of suitable gauge and size, dust and vermin proof distribution 4 pole 200A copper busbar, 1 no. incoming feeder of 200A MCCB & 3no. outgoing feeder of 63A MCCB including 2 no. 63A MCCB & 2 no. 32A MCCB feeder for lighting and WTP & utility [MCCB/MCB/make:L&T/Siemens/ABB/Schneider/HPL], selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, including all types of protection units/relays & meters (MFM) and capacitor banks of proper KVAR for Power Factor control cables all complete as per site requirement and IS.
1
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Supplying and erecting 95sqmm XLPE/PVC insulated, armoured cable 1100 V grade with ISI mark Three and half core, stranded aluminium conductor with 6mm thick 25mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall/on pole with 25x3mm M.S. clamps or in provided trench in an approved manner from Transformer to LT panel.
150
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Supplying and erecting 10 sqmm XLPE/PVC insulated, armoured cable 1100V grade with ISI mark Three core, stranded copper conductor erected on wall/ on pole in provided trench in an approved manner from LT panel to Motor.
70
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Cost of cable jointing kit making indoor termination and outdoor termination with suitable joints etc. all complete job.
1
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-
Providing, erecting 100KVA Servo Controlled Automatic Voltage stabiliser suitable for output voltage of 415 Volt +/- 1%, 3Ph, 50 Hz with copper wound transformer(oil cooled) for input 220 to 460 volt. The stabilizer shall be incorporated with protections and indications like Over Voltage/Under Voltage, Single Phasing, cutoff contractoer with electronic output sensing unit, etc. all complete.
1
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Providing, erecting Change over switch of 200A TPN with SS enclosure, etc. all complete
1
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Cost of earthing as per IE Rule for each motors & stabilizer.
4
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Cost of construction of DP structure in PCC Pole with different type of MS Channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse,DO fuse and lightening arrester, nut bolts, fabrication work required for the job, cost of earthing of transformer(Two nos., one no. for neutral and one for body) with all required material labours, cost of providing disc & pin insulator for HV and LV side of the transformer, testing of dielectric strength of transformer oil etc. for transmission of power. All complete job as per I.E. rules. Work to be done under supervision of Electrical/ Mechnical Engineer.
1
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Providing, erecting triple spur gear type 3 Tonne Chain pulley Block with 6m lift complete with load chain and hand chain suitablefor above lift, tested to 50% over load as per IS 3832 carrying ISI mark
1
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Supplying, installation and erecting of Lightening Arrester at pump house of approved make and fire extinguisher & First aid box, etc. as per the direction of E/I at pump house.
1
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Raw Water Rising main.
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Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Raw water Rising Main (Please refer to Section 5,Sl. 3.0 of SBD)
-
-
-
Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket a n d s p i g o t e n d s confirming to IS8329/2000 in standard lengths of class K-9 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading Unloading etc stacking including inspection charges and all taxes all complete (Including one no. gasket with each pipe
-
-
-
DI Pipe 150 mm dia Class K-9 from exfactroy to work iste. Payment on actual basis.
81
-
-
Carriage of DI Pipe (325km lead)
-
-
-
DI Pipe 150 mm dia Class K-9
81
-
-
Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of all labours and materials and transportation to stores / site, loading, unloading including all taxes,etc . complete as per I.S. 9523
53.64
-
-
Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete . (without bypass Arrangement ) with ED Sluice valve PN 1.6
-
-
-
150 mm dia
2
-
-
Providing and supplying air valves as per IS - 14845-2000 and M J P's Standard specifications double orfice type combined with isolating sluice valve mountened in horizontals positions and oprated by wheel gearing small orfice elastic ball resiting on a gun metal orfice nippele large orfice vulcanite ball seating on mountend seat ring inlet face and drilled including all taxes (central and local ) insurance third party inspection charges loading unloading transportation up to departmental stor/site etc.complete .Double Ball Flanged Type Air Valve P.N 1.6 Dia- 25 mm )
1
-
-
Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in-charge (b) For classification of soil item -B
47.96
-
-
Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd direction of E/I.
11.99
-
-
Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joint s including providing night guard ,barrier and red light to safe guard against accident ,all complete (Pipe to be supplied by contractor and laying of pipes is to be done as per (I.S.S.3114-1985 and ISS-12288) as per design, specification and direction of E./I.Without gasket
-
-
-
DI Pipe 150 mm dia Class K-9
81
-
-
Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer –in–charge including cost of conveyance from store to site of work, cost of all material and giving satisfactory hydraulic testing etc. complete.(for all class of valves).
-
-
-
25 mm dia
1
-
-
Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including making lead caulked joints and flanged joints as per I.S.S .specification , including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S. 1364 – 1983) including drilling holes in flanges if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost).
-
-
-
150 mm dia Sluice Valve
2
-
-
Earthwork in back filling thetren ches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in - Charge (for classification of Soil item A & B)
47.96
-
-
Supplying Labour ,tools and tackles for testing of laid C.I / DI or pipe up to as per CPHEEO mannual provision. 60 meter head of water all complete as per specification andection of E/I (Water to be supplied free of cost arrangement of water will be made by contractor.
-
-
-
DI Pipe 150 mm dia Class K-9
81
-
-
Labour charge for one cutting of C.I/ D.I and specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I
-
-
-
150 mm Dia Pipe
3
-
-
Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20M.x 0.90M. x 1.50M. inner size having 25cm. thick 75A brick masonry wall in C.M. (1:6), over 150mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150mm. thick with 20mm. to 6mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.
3
-
-
Supply all materials & construction of Thrust Block of RCC M - 200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone all complete job as per specification and direction of E/I.
2
-
-
Clear Water Rising main.
-
-
-
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Clear water Rising Main (Please refer to Section 5,Sl. 3.0 of SBD)
-
-
-
Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket a n d s p i g o t e n d s confirming to IS8329/2000 in standard lengths of class K-9 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading Unloading etc stacking including inspection charges and all taxes all complete (Including one no. gasket with each pipe WPI month of Pig iron base year
-
-
-
DI Pipe 150 mm dia Class K-9 from exfactory to work site. Payment on actual basis.
2397
-
-
Carriage of DI Pipe upto 325km
-
-
-
DI Pipe 150 mm dia Class K-9
2397
-
-
Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of all labours and materials and transportation to stores / site, loading, unloading including all taxes,etc . complete as per I.S. 9523
1587.41
-
-
Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete . (without bypass Arrangement ) PN 1.6 with ED
-
-
-
150 mm dia
2
-
-
Sluice Valve for Scour
-
-
-
100 mm dia.
2
-
-
Providing and supplying air valves as per IS - 14845-2000 and M J P's Standard specifications double orfice type combined with isolating sluice valve mountened in horizontals positions and oprated by wheel gearing small orfice elastic ball resiting on a gun metal orfice nippele large orfice vulcanite ball seating on mountend seat ring inlet face and drilled including all taxes (central and local ) insurance third party inspection charges loading unloading transportation up to departmental stor/site etc.complete . P.N 1.6
-
-
-
Air valve Single Ball Flanged/Screwed Type - PN - 1.6 (iii) 25mm
3
-
-
Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in-charge (b) For classification of soil item -B
1419.5
-
-
Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd direction of E/I.
354.88
-
-
Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joint s including providing night guard ,barrier and red light to safe guard against accident ,all complete ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E./I. without gasket
-
-
-
DI Pipe 150 mm dia Class K-9
2397
-
-
Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer –in–charge including cost of conveyance from store to site of work, cost of all material and giving satisfactory hydraulic testing etc. complete.(for all class of valves).
-
-
-
25 mm dia
3
-
-
Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including making lead caulked joints and flanged joints as per I.S.S .specification , including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S. 1364 – 1983) including drilling holes in flanges if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost).
-
-
-
150 mm dia
2
-
-
Sluice Valve for Scour
-
-
-
100 mm dia.
2
-
-
Earthwork in back filling trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in - Charge (for classification of Soil item A & B)
1419.5
-
-
Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.E or A.C pressure pipe up to 60 meter head of water all complete as per specification andection of E/I (Water to be supplied free of cost
-
-
-
DI Pipe 150 mm dia Class K-9
2397
-
-
Labour charge for one cutting of C.I/ D.I and specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I
-
-
-
DI Pipe 150 mm dia Class K-9
12
-
-
Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20M.x 0.90M. x 1.50M. inner size having 25cm. thick 75A brick masonry wall in C.M. (1:6), over 150mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150mm. thick with 20mm. to 6mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.
7
-
-
Supply all materials & construction of Thrust Block of RCC M - 200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone all complete job as per specification and direction of E/I.
8
-
-
DISTRIBUTION MAIN
-
-
-
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)
-
-
-
Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift asper specification and direction of Engineer in-charge (b) For classification of soil item -B
9006.56
-
-
Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd direction of E/I.
2251.64
-
-
Cutting the road as well as restoring the same as per specifications and as directed by Engineer incharge
-
-
-
Pucca Road(Except black top only taken out material to be used) 40% (Payment on actual basis)
798.18
-
-
Waterbound Macadam road(taken out material will be used) for cutting as per requirement (Payment on actual basis)
598.64
-
-
Dismantaling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of unservisible materials with all leads complete as per direction of E/I
89.8
-
-
Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of store chips 20 mm-6 mm size graded and clean coarsed sand of FM 2.5 to 3.0 including screeing shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty alll complete as per building specification and directio of E/I
89.8
-
-
Earthwork in back filling the t r e n c h e s a f t e r l a y i n g different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification a n d di r e c t i o n o f E n g i n e e r - i n - C h a r g e ( f o r classification of Soil item A & B)
9006.56
-
-
Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and out side zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading Unloading etc stacking including inspection charges and all taxes all complete one no. gasket with each pipe at base Dec.-2016 WPI 126.00 base year 2004-05 as indicated in DPR.
-
-
-
100 mm dia DI Pipe Class K-7
(including carriage)
16391
-
-
150 mm dia DI Pipe Class K-7
2454
-
-
200 mm dia DI Pipe Class K-7
442
-
-
Carriage of DI K-7 Pipe upto 325km
-
-
-
100 mm dia DI Pipe Class K-7
(Payment on Actual basis)
16391
-
-
150 mm dia DI Pipe Class K-7 (Payment on Actual basis)
2454
-
-
200 mm dia DI Pipe Class K-7
(Payment on Actual basis)
442
-
-
Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including ED, CST, all taxes, etc. coplete as per I.S. 9523 but excluding frieght.
16405.72
-
-
Supplying labours, tools , tackles, lubricant etc for laying and jointing DI / C.I.S/S Tyton pipes (class LA ) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard ,barrier and red light to safe guard against accident,all complete ( Pipe to be supplied by contractor and laying of pipes is to be done as per (I.S.S.3114-1985 ISS 12285)as per design, specification and direction of E./I. without gasket.
-
-
-
100 mm dia DI Pipe Class K-7
16391
-
-
150 mm dia DI Pipe Class K-7
2454
-
-
200 mm dia DI Pipe Class K-7
442
-
-
Supplying Labour ,tools and tackles for testing of laid C.I / DI or pressure pipe as CPHEEO mannual provision. all complete as per specification andection of E/I (Water to be supplied free of cost arrangement of water will be made by contractor.
-
-
-
100 mm dia DI Pipe Class K-7
16391
-
-
150 mm dia DI Pipe Class K-7
2454
-
-
200 mm dia DI Pipe Class K-7
442
-
-
Labour charge for one cutting of C.I/ D.I and specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I
-
-
-
100 mm dia DI Pipe Class K-7
78
-
-
150 mm dia DI Pipe Class K-7
13
-
-
200 mm dia DI Pipe Class K-7
4
-
-
Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete . (without bypass arrengement) PN-1.0 with ED
-
-
-
Sluice valve - 100 mm dia
17
-
-
Sluice valve - 150 mm dia
3
-
-
Sluice valve - 200 mm dia
2
-
-
Sluice Valve for Scour
-
-
-
Sluice valve - 100 mm dia
12
-
-
Providing, installing and giving satishfactory field testing of flanged ends Bulk water meter of following type and as mentioned below in (a) and (b) with FGI-250 cast iron body, class "B" confirming to IS : 2373 or as per ISO-4064, marked to read in metric system, along with manufacturer's test and guaranteeee certificate including cost of all materials and labour with ISI mark or EEC mark. Enclosed type as per IS 2373
-
-
-
100 MM dia.
1
-
-
Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including making lead caulked joints and flanged joints as per I.S.S. specification,including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S.1364 –1983) including drilling holes in flanges if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost).
-
-
-
Sluice valve - 100 mm dia
17
-
-
Sluice valve - 150 mm dia
3
-
-
Sluice valve - 200 mm dia
2
-
-
Sluice Valve for Scour
-
-
-
Sluice valve - 100 mm dia
12
-
-
Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20M.x 0.90M. x 1.50M. inner size having 25cm. thick 75A brick masonry wall in C.M. (1:6), over 150mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150mm. thick with 20mm. to 6mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.
34
-
-
Twin Type Staff Quarter - 1 Unit (Please refer to Section 5,Sl. 2.7 of SBD)
-
-
-
E / W i n e x c a v a t i o n i n foundation trenches in ordinary soil (vide classification of soil i t e m - A ) a n d d i s p o s a l o f excavated earth obtained to a distance upto 50 M including all lift leveling, ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.
51.52
-
-
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming & 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 b u i l d i n g s p e c i f i c a t i o n & direction of E/I. (mode of m e a s u r e m e n t c o m p a c t e d volume).
4.29
-
-
Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
57.24
-
-
Providing P.C.C.M - 100 with nominal mix of (1:3:6) in f o u n d a t i o n w i t h a p p r o v e d quality of stone metal grade - III (50 mm to 25 mm size) clean coarse sand of F.M. 2.5 to 3 including screening , shu t t e r i n g , m i x i n g c e m e n t concrete in mixer & placing in position, vibrating, striking , curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge.
8.59
-
-
Providing designation 75 A brick work in C.M. (1:6) in f o u n d a t i o n & p l i n t h w i t h approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15 mm depth, curing, taxes & royalty all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I.
37.03
-
-
Providing 25 mm thick damp proof coarse with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer with 5 % cico or any other approved water proofing compound and placing in position, striking, curing ,taxes & royalty all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I
28.54
-
-
Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening , materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.
41.14
-
-
Providing R.C.C.M - 150 with nominal mix of (1:2:4) in lintel with approved quality of stone ships 20 mm to 6 mm. size graded & clean coarse sand of F.M. 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer & placing in position vibrating, striking, curing (but e x c l u d i n g t h e c o s t o f reinforcement), taxes & royalty all complete, as per building specification and direction of E/I.
2.89
-
-
Providing average 63 mm thick R.C.C.M-150 with nominal mix of (1:2:4) chajja with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, screening ,centering, shuttering & mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster (1:4) in ceiling & sides of chajja with sand of F.M. 1.5, curing (but e x c l u d i n g t h e c o s t o f r e i n f o r c e m e n t ) t a x e s a n d royalty all complete as per building specification of E/I.
19
-
-
Providing R.C.C. M-200 with nominal mix of (1:1:5:3) in roof slab with approved quality of stone ships 20 mm to 6 mm size Graded & clean coarse sand of FM 2.5 to 3 including screening,centering, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but e x c l u d i n g t h e c o s t o f reinforcement) taxes & royalty all complete as per building specification & direction of the E/I.
6.08
-
-
Supplying, fitting & fixing good quality, well dressed & well seasoned sal wood work in chaukhat in doors, windows, skylights, fanlights and C/W celestial windows openings , including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of the E/I.
0.67
-
-
Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S. Clamp properly fish tailed, including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I .
104
-
-
Supplying fitting & fixing 38 mm thick good quality well dressed and well seasoned Sal wood battened shutter ledged & braced in doors and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of Engineer – in - Charge
29.21
-
-
Supplying, fitting & fixing M.S. Grill made of 20 x 6 cmm M.S. Flat as per approved design & drawing properly fabricated with Joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per the building specification and direction of E/I. (where materials is not supplied by the Deptt.)
302.4
-
-
Providing 25 mm thick precast R.C.C. M-150 with nominal mix of (1:2:4) jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I.
0.54
-
-
Providing and fixing fan hook of 16 mm dia M.S. bar 1 meter long bent to required size and shape, placed in position and fixing in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. (where material is not supplied by Deptt.).
4
-
-
Supplying ,fitting and fixing M.S. grill gate with M.S. grills made of 20 x 6 mm M.S. flats or 16 mm .M.S. square bars fitted on 25 x 25 x 6mm. M.S. Angle frame of size 60 x 60 x 6 m m . i n c l u d i n g c o s t o f f a b r i c a t i o n , p r o v i d i n g necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying priming red lead paint over steel work, taxes all complete as per d r a w i n g s p e c i f i c a t i o n a n d direction of E/I. (when steel is not supplied by the Deptt.)
257.99
-
-
Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I.
45.56
-
-
Providing 12 mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, Curing with all leads & lifts of water, scaffolding, taxes and royalty all complete as per building specification & direction of E/I.
446.01
-
-
Providing 12 mm. cement plaster (1:3) with clean coarse sand of F.M. 1.5 and 1.5mm cement punning including screening, curing with all leads & lifts of water, scaffolding, taxes and royalty all complete as per building specification & direction of E/I.
50.11
-
-
Filling in foundation trenches & plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted & f i n e d r e s s e d w i t h e a r t h obtained from excavation of foundation trenches within a lead of 50 M & lift of 1.5 M all complete as per building specification & direction of E/I. ( M o d e o f m e a s u r e m e n t compacted volume).
30.6
-
-
Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water) made of well burnt or j h a m a b r i c k s i n c l u d i n g r a m m i n g p r o p e r l y t i l l c o m p a c t e d t h i c k n e s s i s achieved, curing & carriage of water with all leads, making proper slope & blending the top with cement mortar (1:10) all complete as per building specification & direction of E/I.
47.72
-
-
Providing 25 mm thick first class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips, in panels including cost of curing , finishing the surface smooth by rubbing with carborandum stone, taxes & royalty with all complete as per building specification & direction of E/I.
47.72
-
-
Providing designation 75 A brick on edge flooring in cement mortar (1:4) with top surface flush pointed in cement mortar (1:4) with approved quality of sand including the cost of curing, taxes, royalty all complete as per building specification and direction of E/I.
38.23
-
-
White washing three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding , washing, of floors and taxes all complete as per building specification and direction of E/I.
273.17
-
-
Colour washing two coats over a coat of white wash over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke & mosh marks with jhama rubbing, scaffolding , washing, of floor and taxes all complete as per building specification and direction of E/I.
227.02
-
-
Providing two coats of painting with ready mixed paint over a coat of primer of approved shade and make over new w o o d e n s u r f a c e i n c l u d i n g preparing the surface after cleaning, removing dirt, scales, smokes, grease and sand papering, including cost of scaffolding and taxes all complete as per building specification & direction of E/I.
65.71
-
-
Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (mode of measurement area shall be multiplied by the coefficient as indicated in building specification).
23.32
-
-
Providing two coats of painting with ready mixed paint of approved shade & make over steel surface including cleaning t h e s u r f a c e t h o r o u g h l y , scaffolding & taxes all complete as per building specification & direction of E/I.
23.32
-
-
Providing Tor steel reinforcement of 10 mm, 12 mm and 16 mm dia bars as per approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending, and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I.
0.96
-
-
Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete .
-
-
-
Cement 25 KM lead
17.29
-
-
Steel 25 KM lead
0.96
-
-
Sand 10 KM lead
50.24
-
-
Bricks 15 KM lead
35645
-
-
Stone/Stone Chips 10 KM lead
17.76
-
-
Water Supply Sanitation Installation (Plumbing work)
-
-
-
Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I.
-
-
-
i) 25mm GI. Pipe.
20
-
-
ii) 15 mm GI. Pipe.
35
-
-
Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I.
-
-
-
i) 15 mm GI. Pipe
30
-
-
Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I.
2
-
-
Supplying and fixing GI fittings of approved make all complete as per direction of E/I.
-
-
-
(a) Elbow 15 mm dia
20
-
-
(b) Tee plane 15mm dia
8
-
-
(c) Nipple 15mm dia.
20
-
-
(d) Union Socket 25mm dia
2
-
-
(e) Union Socket 15mm dia
4
-
-
(f) Brass bib cock 15mm dia
8
-
-
(g) C.I stop cock 15mm dia
8
-
-
(h) C.I. stop cock 25mm dia
2
-
-
(i) Reducing Socket 25x15mm
4
-
-
(j) Tee 25x25x15mm dia
5
-
-
Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. (510mm.long with 12.5 Liter low level PVC System).
2
-
-
SEPTIC TANK and SOAK PIT
-
-
-
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.
19
-
-
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I.
2.89
-
-
Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I.
4.76
-
-
Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mm to 6mm size well graded and clean course sand of FM-2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
1.04
-
-
Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per building specification and directions of E/I.
-
-
-
(a) 19 mm thick
1.8
-
-
(b) 12 mm thick
9.86
-
-
Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I.
-
-
-
(a) B/W in C.M (1:4)
2.78
-
-
(b) B/W 75-B in (1:6) for Soak pit
0.53
-
-
(c) Brick work in dry masonry for soak pit.
1.88
-
-
Providing pre cast R.C.C. M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I.
0.37
-
-
Providing for reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I.
-
-
-
10 mm dia
0.04
-
-
Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead and yarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I.
-
-
-
(a) 100mm dia H.C.I. Tee.
1
-
-
(b) 100mm dia H.C.I. Band
1
-
-
(c) 50mm dia H.C.I. Cowel
1
-
-
(d) 50mm dia H.C.I. Vent pipe
2
-
-
(e) 100mm H.C.I. Pipe
16
-
-
Supplying materials and labours and fixing 20mm dia M.S bar steps in wall of 0.3 m interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I.
4
-
-
Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete.
10
-
-
Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I.
2
-
-
Supplying materials and labours for constructing inspection chamber of designation class 75 B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475 mm G.I. Cover With frame ( Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I
2
-
-
Carriages of materials
-
-
-
(a) Brick –15 KM lead
766.67
-
-
(b) Sand -10 KM lead
1.6
-
-
(c) Stone chips -10 KM lead
0.43
-
-
(d) Steel 25 KM
0.04
-
-
(d) Cement- 25 KM lead
0.33
-
-
Electrical Works
-
-
-
Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required
20
-
-
Wiring for twin control light point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required
2
-
-
Wiring for light /power plug point with 2 x 4 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmm FR PVC insulated copper conductor single core cable for loop earthing etc as required
120
-
-
Copper sub main wiring in PVC conduit Wiring for sub main wiring with PVC insulated copper conductor single core in surface/recessed PVC conduit as required
-
-
-
2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring
60
-
-
2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring
60
-
-
Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/recessed complete with tinned copper bush bars ,neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4 +12 ) double door horizontal type
2
-
-
Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting ,testing, and commissioning etc as required
6
-
-
Earthing with G.I. earth pipe 4.5 M long 40mm dia including accessories and providing masonry enclosure with copper plate having locking arrangement and watering pipe etc with charcoal ,salt all complete as per electrical rule
2
-
-
Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required
-
-
-
PVC con 20 mm PVC pipe
40
-
-
PVC con 25 mm PVC pipe
20
-
-
Installation commissioning and testing Ceiling Fan
2
-
-
Carriage of ceiling fan and regulator
2
-
-
Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction
5
-
-
Supplying ,fitting and fixing breas batten/ angle holder including connection etc.
2
-
-
Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.
4
-
-
Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6 pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modular type switch, connection, painting etc as required.
4
-
-
Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required.
10
-
-
Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put
2
-
-
Supplying ,fitting and fixing modular base and cover plate on existing modular metal boxes etc as required.
4
-
-
Cost of Earthing with G.I. earth pipe 4.5 M long 40mm dia G.I.Pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 SWG copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal ,salt all complete as per electrical rule
1
-
-
Compound Wall/ Boundry Wall for WTP, Sump & ESR. (240 M Long)
-
-
-
Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.(Please refer to Section 5,Sl. 2.9 of SBD)
-
-
-
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 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.
196.25
-
-
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts 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).
18.69
-
-
Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.
186.91
-
-
Providing P.C.C M - 100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. Qnty in Foundation:
23.38
-
-
Providing designation 75 A brick work in CM (1:6) in foundation and plinth with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
108
-
-
Providing RCC M - 150 in band at plinth level with norminal mix of (1:2:4) in foundation and plinth with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F M 2.5 to 3 including screening , shuttering , and mixing cement concrete in mixer and placing in position vibrating striking , curing , (but excluding the cost of reinforcement,taxes and royalty all complete , as per building specification and direction of E/I.
13.49
-
-
Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
92.57
-
-
Providing R.C.C M - 150 with nominal mix of (1:2:4) in band at lintal level with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
8.66
-
-
Providing R.C.C M - 150 with nominal mix of (1:2:4) in stiffners with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing , taxes and royalty all complete as per building specification and direction of E/I.
2.48
-
-
Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I
1.92
-
-
Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25x25x6 mm M.S. angle frame of size 60x60x6 mm including cost of fabrication,providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per drawing specification and direction of E/I.
441
-
-
Cost of 50 x 50 x 6 mm M.S. Angle including all taxes and royalty and carriage as per specification and direction of E/I 40nosx1.0m =40.00m @4.50kg/m Total = 180 kg
0.43
-
-
Cost of Barbed wire of 4 point 2 ply 12 SWG ,150 mm apart.
133.18
-
-
Labour for cutting of M.S Angle iron post to required length one end splitted as fishtailed in a length of 150 mm complete as per building specification and direction of E/I .
84
-
-
Drilling 6 mm holes M.S angle iron for fixing of staples etc. as per building specification and direction of E/I .
384
-
-
Supplying fitting & Fixing straining bolt with nut size 25 cm x 10 mm dia tighten the barbed wire corner post complete as per building specification and direction of E/I .
384
-
-
Labour for fitting and fixing barbed wire fencing in four rows horizontal up to height of 1.25 M and two diagonals including fixing of post in cement concrete at 2.5 M . Centers including cost of staples (but excluding the cost of cement concrete angle iron post its cutting and making holes ,nut and bolts )all complete as per building specification and direction of E/I .
231.6
-
-
Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I.
1132.85
-
-
Colour washing two coats over a coat of white wash over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke & mosh marks with jhama, rubbing, scaffolding, washing of floors and taxes all complete as per building specification & direction of E/I.
1132.85
-
-
Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete .
-
-
-
Cement 25 KM lead
28.68
-
-
Steel 25 KM lead
1.93
-
-
Sand 10 KM lead
103.49
-
-
Bricks 15 KM lead
62798.16
-
-
Stone/Stone Chips 10 KM lead
34.96
-
-
Approach Road (100 M Long)
-
-
-
Contruction of embankment with approved material obtained from borrow pits with alift upto 1.5 M transporting to site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000M as per technical Specification 301.5
671.25
-
-
Granular sub base with well Graded Material (400.1)
-
-
-
(A) By Mix in Place Method Construction of granular sub base by providing well graded material, spreading in layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density , complete as per Technical Specification Clause 401
60
-
-
Contruction of un-reinforced dowel jointsd at expansion and contruction joint only plain cement concrete pavement thickness as per design over awith shovels rakes compacted using prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 (grade) coarse and fine aggregates conforming to IS 383 maximum size coarse not exceeding 25 mmm mixed in concrete mixer of not less than 0.2 cum capacity and appropnate weigh bacher using approved mix design laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the formwork as per drawing ), spreading the concrete with shovels rankes compacted using needle seed and plate vibrators and finished in continuous opration including provision of contractionand expansion contruction joints applying debonding strips primer sealant dowel bars near approaches to bridge / culvert and contruction joints admixtures as approved curing of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501 RWD -6.4 Page no-271
45
-
-
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301 RWD - 14.1 page no-382
13.5
-
-
Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete .
-
-
-
Cement 25 KM lead
26.08
-
-
Sand 10 KM lead
17.73
-
-
Stone/Stone Chips 10 KM lead
35.46
-
-
Boulder 10 KM lead
13.5
-
-
Weir on Dudhi River (25 m long) Part-B
-
-
-
Jungle clearance including weeding out shrubs including small trees upto 150mm dia (Girth) and their removal as per specification and direction of E/I. (Specification is revised by central schedule rate committee in the meeting held on 11.01.84 in the office of engineer in chief technical examination cell, Patna
1400
-
-
E/W in stripping by hydraulic M/C in grade A&B type of soil including, mooram soil, soil mix with kanker, pebbles, boulders upto 300mm size and disposal of the same along with all organic materials in the country side beyond 150m up to 500m in all by tipper including construction & maintenance of haul road etc. all complete as per specification and direction of E/I.
210
-
-
Drilling in hard rock of all kind by wagon drill machine for grout holes of more than 5m depth ( for consolidation grouting) all complete including washing holes for period not exceeding 10min per holes as per specification and direction of E/I.
140.4
-
-
E/W in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the same(beyond 50m away from the toe of dam in the country side) within initial lead of 150M and initial lift of 1.5m all lifts as per specification and direction of E/I.
2567.61
-
-
Earthwork in excavation of foundation trenches of toe wall, spillway , head regulator intake well, outlet etc. as per designed section in ordinary or rock soft(where blasting is not needed)(vide classification of soil item-C) with disposal of soil(beyond 50m from the edge of the trenches) with initial lead of 150m and lift of 1.5m as per specification and direction of E/I.
1600.4
-
-
Providing and laying P.C.C or R.C.C M-75 with nominal mix of (1:4:8) in various components of barrage foundation with approved quality of 40mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering of form work as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/I.
191.49
-
-
Providing and laying Dry pitching precast concrete block of M-100 strength with nominal mix of (1:3:6) in and flank wall with approved quality of 40mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite 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 etc. complete job as per specification and direction of E/I.
94.5
-
-
Providing and laying P.C.C. or R.C.C. M-150 with nominal mix of (1:2:4) in various components of barrage foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting binding and placing but including necessary tools and plants, vibrating, curing royalty and all taxes etc. complete job as per specification and direction of E/I.
1213.71
-
-
Providing and laying P.C.C. or R.C.C. M-200 with nominal mix of (1:1.5:3) in various components of barrage foundation with approved quality of 40mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting binding and placing but including necessary tools and plants, vibrating, curing royalty and all taxes etc. complete job as per specification and direction of E/I.
169.59
-
-
Providing tor steel reinforcement of 10 mm 12 mm & 16 mm dia Bars as per approved design and drawing excluding carriage of bars to work site cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.
13.75
-
-
Providing rough dressed random rubble stone masonry in C.M. (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints curing scaffolding and its removal where required including royalty and all taxes etc. Complete job as per Specification and Direction of E/I.
2942.24
-
-
Providing cement tuck Pointing (1:3) on stone masonry with Approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints curing scaffolding and its removal where required including royalty and all taxes etc. Complete job as per Specification and Direction of E/I.
926.37
-
-
Supplying & labour charge for pitching with Stone Boulder duly packed in slope and apron with materials within 150M of work site and all lifts as per specification and direction of E/I. (616.30+685= 1301.30m)
811.1
-
-
Supplying and laying good quality of stone metal filter (20mm to 63mm) size in the rock toe heel trenches toe dam drain as per design, drawing including the cost of carriage all complete as per specification and direction of E/I.
588.75
-
-
Supplying and laying gravel filter (size 5mm to 15mm) in filter blanket and in the toe drain (in horizontal portion of the dam as per design, drawing including the cost of materials royalty and all taxes etc. But excluding the cost of carriage all as per specification and direction E/I.
7.57
-
-
Providing weep hole with dry graded filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. In two row in staggered (Horizontal 2.00 m interval)
132
-
-
Providing Shuttering including strutting propping etc. its removal after use in foundation as per specification and direction of E/I.
504.53
-
-
Supply all materials and fabricating gate 1m x 1m size for weir made from 12mm thick MS plate with spindle and hoisting arrangement, all complete as per specification and direction of E/I
1
-
-
Providing, constructing coffer dam in river basin/ dam storages as per type design including excavation, filing the middle portion with B.C. soil(in gunny bags if required). Providing impervious/ semi-impervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to satisfaction of Engineer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in-charge.
750
-
-
Dewatering the excavated trenches and pools of water in the building trenches/pipe line trenches well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel, etc) complete.
2400
-
-
Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete .
-
-
-
Cement 25 KM lead
985.25
-
-
Steel 25 KM lead
13.75
-
-
Sand 10 KM lead
1925.48
-
-
Stone/Stone Chips 10 KM lead
1502.36
-
-
Boulder 10 KM lead
3753.34
-
-
House Connection for 1132 nos Consumer. Part-C
-
-
-
Providing and making MDPE Pipe, Consumer service connection on CI/ DI/HDPE Pipes with the help of ……..do…….E/I etc. all complete as per direction of E/I for connection of CI/DI/GI pipes carriage supply water (without road crossing)
1132
-
-
Operation & Maintenance for five years
-
-
-
O/M work with Labour component & Materials for 1st Year
-
-
-
As per SBD Section - 5 Clouse 9.10
166334.33
-
-
O/M work with Labour component & Materials for 2nd Year
-
-
-
As per SBD Section - 5 Clouse 9.10
166334.33
-
-
O/M work with Labour component & Materials for 3rd Year
-
-
-
As per SBD Section - 5 Clouse 9.10
166334.33
-
-
O/M work with Labour component & Materials for 4th Year
-
-
-
As per SBD Section - 5 Clouse 9.10
166334.33
-
-
O/M work with Labour component & Materials for 5th Year
-
-
-
As per SBD Section - 5 Clouse 9.10
166334.33
-
-
Add 1% Labour Cess
1
-
-
Evaluation Notes How It Works ?
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