Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 25,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_DWSD_35680_1Bid Award Id
ViewTender No
W14/JH/246 (6th Call)Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
2.10 Lakh Litre capacity and 15 M Staging (with Scada System)
1
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2.00 Lakh Litre capacity and 21 M Staging (with Scada System)
1
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1.80 Lakh Litre capacity and 15 M Staging (with Scada System)
1
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7.75 Lakh Litre capacity and 24 M Staging (with Scada System)
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 Conventional WTP of 8.50 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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Construction of (Inner Dia. 8.00 M & Height 27.53 M)& Raw Water Pump House (Dia. 8.00 M & Height 5.50 M)
-
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Earthwork in Excavation of foundation trenches of toe wall spillway, head regulator, intake well, outlet etc. as per designed section in all kinds of soil including moorum soil,soil mixed with kankar, pebbles and boulder upto 300 mm size and disposal of the same in country side with truck beyond initial lead of 150m. but upto 1 Km. with all lifts including loading unloading, construction and maintenance of haul road etc. as per specification and direction of E/I.
929.93
-
-
Providing P.C.C. M-150 with nominal mix of (1:2:4 in foundation with approved quality of stone chips 20 mm to 6 mm size) grade and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
55.2
-
-
Providing P.C.C. M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size) grade and clean coarse sand of F.M. 2.5 to 3 including screening,shuttering,mixing cement in mixer and placing in position, vibrating, striking,curing,taxes and royalty all complete as per building specification and direction of E/I.
61.32
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement content as perapproved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
-
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-
All Works from level 71.50m to Deck level 99.03m
530.5
-
-
Extra for providing richer mixes at all floor levels.
530.5
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-
Providing and laying in position machine batched and machine mixed design mis M- 25 grade cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
-
-
-
All works upto plinth level
56.4
-
-
Providing designation 75 A brick work in C.M. (1:6) in super structure with approved quality of clean coarse send of F.M. 2 to 2.5 including providing 10 mm thick mortar jounts, costs of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes and royalty all complete as per building speciafication and direction of E/I.
26.2
-
-
Providing 12 mm cement plaster (1:4) with clean coarse send 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.
320
-
-
Supplying fitting and fixing M.S. grill made of 20x6 mm M.S. flat as per approved design and drawing,properly fabricated with joints cintinuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building as per building speciafication and direction of E/I.
1200
-
-
Providing Tor steel reinforcement of 10 mm, 12 mm & 6 mm dia bars approved design and drawing excluding carriage of bars to work site cutting, bending and binding with annealed wire with cost of wire removal rust, placing the rods in position all complete as per building speciafication and direction of E/I.
76020
-
-
Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partitions etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per speciafications, drawing and direction of Engineer-in-charge
18
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-
Supplying fitting and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adeqyate strength conforming to IS: 4454-part 1 and M.S. top cover of required thickness for rolling shutters.
5
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-
Providing two coat of snowcem of approved shad and make over a cost of cemet primer on new surface including preparing the plastered surface smooth with sand paper, scaffoldign, curing and taxes all complete as per building speciafication and direction of E/I.
176
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-
Providing two coat dry distemper of approved shade and make over a coat of primer coat of wasing over new surface including preparing the palstered surface by rubbing smooth with pumice stome or fine sand paper, applying putty wherever required, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
176
-
-
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse send : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardening mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 liter per 50 kg of cement or as permanufacturer's specification. This includes cost of cement slurry, but exculding the cost of nosing of steps etc. complete.
90
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-
Centering and shuttering including strutting, propping etc. and removal of form for.
-
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-
Foundations, footings, bases of columns etc. for mass concrete
33.33
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-
Columns, pillars, Piers, Abutments, Posts and struts
57.75
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-
Wall (any thickness) including attachedpilasters, butteresses, plinth and string courses etc.
1487.19
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-
Suspended floors, roots, landings, balconies and access platform
160
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-
Lintels, beams, plinth beams, griders, bressumers and cantilervers
217.35
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Stairs (excludig landings) except sprial staircase
165
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Provision for supplying and fixing 600mm dia sluice gate for the smooth operation including cost of materials, labours operating pedestals connecting rod painting with 3 coats of anticorrosive poust etc. all complete as per direction of E/I.
4000
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-
Providing RCC NP3 slotted spun pipes for infiltration gallery including cost of all central and local taxes, octroi, inspection, transportation, etc complete including cost of RCC collar, etc. complete, including labour for laying, fitting and fixing with collars, cost of jointing material, in lines level and grade including providing side rails bonning rod barrier etc.
60
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-
Providing and suppplying ISI standard welded DI double flanged pipes including all taxes ( central and local), railway freight, insurance, unloading, from railway wagon, loading into truck, transport to store/site, unloading, stacking etc. complete as directed by E/I.
33
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-
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. all complete.
12
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-
Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labours, transportation etc. complete with all leads and lifts.
281.25
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(a) Providing and placing selected gravel by the sides of infiltration pipe as per the approved design and specification etc all complete.
25.29
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(b) carriage 10 Km
25.29
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Supplying materials and labour for fixing 20mm dia M.S bar steps in stening well of 0.30m interval and staggered in [1:2:4] cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I.
45
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-
Supplying and stacking of hard stone [for pitching]
25
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-
Dry stone pitching 22.50cm thick laid in courses and rquired profile with hammer dressed stones having no side less than 15cm, with minimum depth of 20cm including preparing the bedding surface etc all complete [Payment for stoneto be made seperately] [DSR2014/P-275/16.73] qty=100.00m2
100
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-
Providing and fixingG.I Chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts , bolts and washers as required complete as per direction of Engineer -in -charge. Made ofG.I. Wire of dia.4mm,P VC coated to adhesive outer dia not less than 5mm in required colour and shade.qty required to prevent the entry of equa-creatures for safe gaurd of Intake Well, Foot Valve etc. [DSR2014/P-274/16.70.2 ] qty=65.00m2
65
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-
Providing, constructing coffer d a m i n r i v e r b a s i n / d a m storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). P r o v i d i n g i m p e r v i o u s / semimpervious materials on both side of B.C. soil (in gunny bags if required) including r a m m i n g , c o m p a c t i n g t o s a t i s f a c t i o n o f Engineer-in-charge, til l t h e completion of work including dismantling coffer dam after completion of works and disposing off material as d i r e c t e d b y t h e Engineer-in-charge.
4550
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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
407.5
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Steel 25 KM lead
76.02
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Sand 10 KM lead
287.73
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Bricks 15 KM lead
10630
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Stone/Stone Chips 10 KM lead
548.66
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Steel Sheet pile Coffer Dam
-
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Providing on rent, constructing Sheet Pile (Section of Hot Rolled U-Type Sheet Pile -S430 GP Grade) coffer dam in river basin / dam storages, till the completion of work including extracting sheet piles after completion of works and disposing off the material as directed by the Engineer-in-charge.
52.18
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Providing joist / ISMB 350 X 140 for the Struts to support the sheet piles .
9.95
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Labour for hoisting, placing and fixing in position ISMB 350 Struts including cutting to required shape and size straghtening all complete job as per direction of E/I
9.95
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Providing and fixing Toe Pinning / Rock bolting at the bottom of Sheet Piling all completed as per the directions of E/I.
33
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-
Development of Bank
-
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-
Earth work is excavation in foundation trenches in ordinary soil (vide classification of SOIL ITEM-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling ,ramming the foundation trenches,removing roots of trees, shurbs all complete as per approval design, building specification and direction of E/I.
13.88
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Earth work is excavation in foundation trenches in ordinary soil (vide classification of SOIL ITEM-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling ,ramming the foundation trenches,removing roots of trees, shurbs all complete as per approval design, building specification and direction of E/I.
133.2
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-
Volume of Gravel
180.38
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-
Providing stone metel grade-I [90mm to 45mm size] with stone screening materials type A [13.2 mm size] in road embankment in proper grade, camber or super elevation laid loose in thickness (1.33 times the desired completed thickness) compacted by road roller all leads and lifts including higher charge of road roller, all completed as per specification and direction of E/I. Hire charge of road roller with depreciation and major repair. (30% extra for compaction)
-
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-
Weir netting
277.5
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Cement jointing
277.5
-
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Construction of Gang Way 310 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 in foundation trenches in ordinary soil (vide classification of SOIL ITEM-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling,ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.
673.75
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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 3n includig screening, shuttering, mixing cement concrete in mixer and placing in positon.
96.25
-
-
Providing and laying in position machine batched and machine mixed design mix M - 25 grade cement content as perapproved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
1035.5
-
-
Railing made out of GI pipe and RCC post
-
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-
40 mm Dia GI railing (3 Layers)
1900
-
-
Supplying labour and tools for fixing G.I. pipes with red lead and yarn of following nominal bore with screwed and socketted joints on wall celling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cuttinng pipes to size and threading ends if required etc. all complete as specification and directions of Engineer-in charge.
1900
-
-
Providing one coat of aluminium paint over steel surface including cleaning the surface throughly,m scaffolding and taxes all complete as per building specificationand direction of E/I.
277.56
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-
Providing tor steel reinforcement of 10 mm, 12 mm, & 16 mm dia bas as per approved design and drawing excluding carriage of bars to work site, cutting, bending and placing the rods in position all complete as per building specificaiton and direction of E/I.
134.12
-
-
Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundatins, footings, bases of columns etc.
302.5
-
-
Columns,Pillers,Piers,Abutments,Posts and Struts
3520
-
-
Lintels,Beams,Plinth,Beams,Girders,bressumers and Cantilevers.qty of girder
977.9
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-
Suspended floors,roots,landings,balconies and access platform. Deck slab
589
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-
Carriage of materials from divisional store or kiln site or quarry site to work site including contractor's profit, loading, unloading, transportation etc. all complete .
-
-
-
Cement 25 KM lead
649.46
-
-
Steel 25 KM lead
134.12
-
-
Sand 10 KM lead
441.38
-
-
Stone/Stone Chips 10 KM lead
882.76
-
-
Mechanical & Electrical Work at Intake well
-
-
-
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)
-
-
-
Supplying, Installation & Commisioning of Vertical Turbine Water Lubricated Pump Set of KIRLOSKAR/JYOTI/GRSE/Mathar and Platt/WPIL make having discharge against total head with column assembly, with suitable capacity vertical hollow shaft squirrel cage induction motor of KIRLOSKAR/GE/SIEMENS/ Cromlpton/ABB make operated on 415 volt = 10%, 3 phase 50 Hz, AC Supply having seep 1460 rpm. with non reversible ratchet, (Contractor will again have to check the design of motorl Pump and he will to get it approved by the Department) (Pump and Motor) including all taxes.
-
-
-
Discharge 49 lps, Head = 40 M
3
-
-
Supplying Installation & commissioning of floor mounted Industrial type Panel board consisting of MCCB ( 1 no 315 A MCCB for incoming feeder , 3 nos 160 A MCCB for outgoing feeder and 1 no 63 A MCCB for lighting and other load of L & T Siemens/ Havells make), 400 A copper bus bar (3 pole + 1 neutral) , 0 to 500 v voltmeter - 4no , 0 to 200 amp ammeter - 4 nos. with selector switch reputed make including neon lamp for 3 phase , all of reputed make , including cost of its internal wiring of the panel board and including cost of earthing of installing etc. all complete with Suitable size of capacitor Banks APFC for Power factor . Supplying, installation & commissioning 400 amp TPN HRC Type switch fuse unit -1 no of L & T / Siemens Havalls make before pannel all complete as per Indian Electricity Rule and instruction of E/I.
1
-
-
Supplying, laying and commissioning of 3 core 35 mm2 copper conductor cable of polycab / havels / KEI make (15 mtr for each set) 1.1 KV grade PVC insulated and PVC sheathed unarmored from panel to starter and starter to motor with lugs socketing all complete.
45
-
-
Supplying, laying and commissioning of 3.5 core 240 mm2 Al conductor cable 1.1 KV grade PVC insulated and PVC sheathed unarmored polycab / havels / KEI make from transformmar to panel in air underground as were required with lugs socketing etc as per site condition all complete.
350
-
-
Providing, erecting 150KVA 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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-
Lighting: doing internal and external lighting by doing wiring etc. installing lumenaries e.g. suitable Wattage LED light fittings with standard lumen in pump house, gangway etc all complete for Raw Water Plant.nclding fire Extinguisher,first Aid Box,etc. all Complete as per Direction of E/I.
1
-
-
Cost of 3T Triple spur type chain pulley block suitable as below with 6m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carry ISI etc. all complete job.etc. all complete as per site requirement.
1
-
-
(Mechanical & Electrical Part at WTP)
-
-
-
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)
-
-
-
Supply, installation & commissioning of H.S.C centrifugal pump at WTP capable of discharging 48 lps against a total head 100 meters coupled with a suitable sq cage induction motor operation able on 3 phase, AC , 50Hz, 415V±10%, by means of flexible tyre coupling on a common M.S base plate along with 100 H.P fully automatic air break star delta starter and accessories such as- suitable foot valve with strainer, sluice valve rating PN-1.6 , N.R valve PN-1.6 , pressure gauge, making M.S suction and delivery pipe, header with piping works required for the job and making earthing with 8 SWG copper wire in bunch of two for all electrical equipments as per I:E rule etc all complete job. including cost of construction P.C.C/R.C.C foundation (8’x4’x3’) approx with cement, sand, stone chips (1:2:4) m.s rod ,foundation bolt ,nut ,spring washer ,plastering, punning of foundation all complete as per site requirement and direction of E/I (2W+1S)
3
-
-
Supplying, Installation & Commissioning of floor mounted Industrial type Industrial type panel board consisting of M.C.C.B and ACB.( 1 no- 630 A ACB manual operated for incoming feeder, 3 Nos 250 Amp MCCB for outgoing feeder and 63 A MCCB for lighting and other loads of L & T / Simens / Havells make. 500 A Copper bus bar ( 3 Pole+1 neutral), 0 to500v voltmeter-4nos, 0to 200 amp ammeter-4 nos with selector switch reputed make ,indicating neon lamp for 3 phase, all of reputed make ,including costs of its internal wiring of the panel board and including cost of earthing of installation,etc all complete. And Supply, installation & commissioning 400 amp TPN HRC Type switch fuse unit-1 no before panel, all complete and Testing of pump set on full load at site (2nos working+1no standby) as per Indian Electricity Rules.and instruction of E/I.
1
-
-
Cost of supply & laying, commissioning of 3 core 70 mm² copper conductor cable of polycab/havels/KEI make (15 mtr for each set). 1.1 KV grade PVC insulated and PVC sheathed unarmored from panel to starter and starter to motor with lugs socketing all complete.
45
-
-
Supply, installation & commissioning of 3.5 core 300 mm² Al conductor cable of polycab/havels/KEI make 1.1 KV grade PVC insulated and PVC sheathed armored ISI mark/ any reputed make from transformer to panel in air or underground as were required with lugs socketing etc as per site condition all complete. .
100
-
-
Supplying installation and commissioning and testing of 250 KVA 3 phase servo controlled voltage stabilizer input rangte 220 V to 480 V, output 415±1% unbalanced type oil cooled including cost of first filling of transformer oil upto mark including making connection with 3.5 core 300 mm² Al conductor cable 1.1 KV grade PVC insulated and PVC sheathed armoured 25 mtr along with change over switch 2 nos including chemical earthing as per I:E rule all complete.
1
-
-
Cost of supply 3 ton capacity chain pulley block complete set with hosting capacity 6 m. etc as required.
1
-
-
Raw Water Rising main.
-
-
-
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)
-
-
-
Providing & Laying of DI K-9 pipes 0" confirmiIl to IS:8329:2000 (including all taxes, insurance and cost of joining materials & rubber rings, labour etc.) with all complete job.
-
-
-
DI K-9 pipes 350 mm
1000
-
-
Carriage of DI Pipe (450km lead)
-
-
-
DI Pipe 350 mm dia Class K-9
1000
-
-
Earth work in Excavation (As per I.S. 3114/1965 for laying of different types and sizes 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
-
-
-
(a) for classificatjion of soil Item-A
146.24
-
-
(a) for classificatjion of soil Item-B
97.5
-
-
Earth work in back filling the trenches after laving different types and sizes of special and pipes with earth removal during excavation withn all as per specification & direction of E/I.
195
-
-
Provision for supplying of specials including lauying fittinc, , fixing etc. all complete job
1629.08
-
-
Nicking the existing black topped surface with 50mm x 50 mm furrow at intervals of 1.0 M cut at 450 to the center line of carriage way before laying of coarse aggregate as specified inculding removing the spoils with all leads, all complete. As per specification and direction of E/I.
162.5
-
-
Labour for scarifying the existing bitumenous surface (Av. 25 mm thick) without damaging the underneath pavement and removing the spoils to suitable place with all leads and lifts, providing light, barrier, danger signal, ehowkidar etc. all complete as per approved design, drawing and direction of ELI
162.5
-
-
Providing 25 mm Thick patch repair consisting- of lean bitumenous macadam in proper g.radc,eamber or super elevation with stone cups of 13.2 mm and 11.2 mm size in ratio of (2:1) rii,:. 0.33 in3 anci bitumen @ 25 kg. inculdinc, m rcquireent of tack coat both per 10inz surface inculdina cost of heating the aggregate and bitumen required temperature with cost of lucl.cleaning. the surface properly with iron brush and broom, rolling. providing light. barrier. dancer
162.5
-
-
Labour charge for one cutting Of cult iron pipe and special includingsupplying necessary :Dols & plant, chipping of 1111inL., the surface finish as prpecifica direction of E/I.
-
-
-
350 mm
75
-
-
Provision for testing of pipe as per specification & direction o Engineer in charge
-
-
-
350 mm
1000
-
-
Supplying labours tools, tackles, lubricant etc. for laying and jointing . C.1. S/S tyton pipes (Class LA) trenches supplying rubber gasket (Rubber gasket confirming to 1.S.S.-5382-1969) and making casket joints incuiding providing night guard, baiier and red light to safe guard against accident, all complete (Pipe to be f uppn ied departmentally free of cost and laying of pipes is to be done as per I.S.S. 31414 -1983) as per &sign, spec,ification and directions of Ell
-
-
-
350 mm
1000
-
-
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)
-
-
-
Providing & laying of DI K- 9 pipe confirming to IS: 8329:2000 (including all taxes, insurance and cost of joining materials & rubber rings, labour etc.) with all complete job.
-
-
-
Clear water main 150 mm
1571
-
-
Clear a an: main 200 mm
3987
-
-
Clear water main 300 mm
4824
-
-
Clear water main 350 mm
1772
-
-
Carriage of DI Pipe (450km lead)
-
-
-
Clear water main 150 mm
1571
-
-
Clear a an: main 200 mm
3987
-
-
Clear water main 300 mm
4824
-
-
Clear water main 350 mm
1772
-
-
Earth work in excavation (as per IS 3114/1965 for laying of different tyhpes 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
11788.58
-
-
(a) For classification of soil item-A
8360.14
-
-
(b) For classificaiton of soil item-B
3582.92
-
-
Earth work in back filling the lrenches after laying different types and size of special and pipet with earth removal during excavation within all as per specification & direction of E/I.
80% of Earth Work
9554.45
-
-
Provision for supplying of specials including laying, fitting, fixing etc. all complete Job.
26961.79
-
-
Nicking the existing black topped surface with 50mm x 50mm furrow at intrervals of 1.0 M cut at 450 to the center line of carriage way before laying of coarse aggregate as specified ineulding removing spoils with all leads all complete. A per specification and direction of E/I.
1189.2
-
-
Labour for scarifying the existing bitumenous surface (Av. 25 mm thick) without damaging the underneath pavement and removing the spoils to suitable place with all leads and lifts, provding light, barrier,danger signal. Chowkidar etc. All complete as per approved design. drawing and direction of E/I.
1189.2
-
-
Providing 25 mm av thick patch repair consisting of item bitumenous macadam in proper glade.camber or
super elevation with stone chips of 13.2 mm and 11.2 mm size in ratio of (2:1) @ 0.33 m3and bitumen @ 25 kg. inculding requirement of tack coat both per 10m² surface including cost of heating the aggregate and bitumen required tanparature with cost of fuel,cleaning the surface properly with iron brush and
1189.2
-
-
cutting of cast iron pipe and special including supplying necessary tools & plant. chipping of filling the surface finish as per speciafication & direction of E/I.
-
-
-
150 mm
75
-
-
200 nun
75
-
-
300 mm
75
-
-
350 mm
75
-
-
Provision for testing of pipe as per specification &
direction of Engincer in charge
-
-
-
150 mm
1571
-
-
200 nun
3987
-
-
300 mm
4824
-
-
350 mm
1772
-
-
Supplying labours, tools, tackles, lubricant etc. For laying and joining C.I. S/S tylon pipes (class LA) trenches supplying rubber gasket (Rubber gasket 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 departmentally free of cost and laying of pipes to be done as per I.S.S 31414-1985) as per design specification and direction of E.I.
-
-
-
150 mm
1571
-
-
200 mm
3987
-
-
300 mm
4824
-
-
350 mm
1772
-
-
Batter fly valve 300 mm dia
4
-
-
Pressure relief valve 300 mm dia
1
-
-
DISTRIBUTION MAIN (Zone -1)
-
-
-
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)
-
-
-
Providing and supplying in standerd lengths polyethelene pipes, confirming to IS-4984/14151/12786/13488 with necessary jointing material like mechnical connectors i.e. thread/insert joint or flanged joint including all local & central taxes, tranportation & freight charges, inspection charges, loading/unloading charges, conveyance to the departmental stors/site & staking the same in closed shade duly protecting from sunrays & rains etc. complete.
-
-
-
(1) 63mm dia HDPE (P.E.100 10 kg./cm2)
9038
-
-
(2) 90mm dia HDPE (P.E. 100 10 kg./cm2)
6582
-
-
Providing D.I.-K-7 pipes of following grades with internal cement mortar lining and including all taxes, insurance, railway freight, unloading, stacking,etc complete
-
-
-
100 mm dia
902
-
-
150 mm dia
410
-
-
Carriage of DI Pipe (450km lead)
-
-
-
100 mm dia
902
-
-
150 mm dia
410
-
-
Earth work in Excavation (As per I.S. 3114/1965 for laying of different types and sizes 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.
-
-
-
(a) For classification of Soil Item -A
4186.88
-
-
(b) For classification of Soil Item -B
1794.38
-
-
Earth work in back filling 'tlie trenches after laying different types and sizes 0 special and pipes with earth removal during excavation withn all as per specification & direction of E/I 80% of Earth work.
4785
-
-
Provision for supplying of specials including lauying , fitting , fixing etc. all complete job.
1098.4
-
-
Nicking the existing black topped surface with 50mm x 50 mm furrow at intervals of 1.0 M cut at 450 to the center line o carriage way before laying of coarse aggregate as specified inculding removing the spoils with all leads, all complete. As –
-
-
-
1. 63 mm dia
3615
-
-
2. 90 mm dia
2633
-
-
3. 100 mm dia
406
-
-
4. 150 mm dia
205
-
-
Labour for scarifying the existing bitumenous surface (Av. 25 mm thick) without damaging the underneath pavement and removing the spoils VI suitable place with all leads and lifts, providing light, barrier, danger signal, chowhidar etc. all complete
-
-
-
1. 63 mm dia
3615.2
-
-
2. 90 mm dia
2633
-
-
3. 100 mm dia
405.9
-
-
4. 150 mm dia
205
-
-
Providing 25 mm ay. Thick patch repair consisting of lean bitumenons macadam in proper grade,camber or super elevation with stone chips of 13.2 mm and 11.2 inm size in ratio of (2:1) (cl,z) 0.33 m3 and bitumen @ 25 kg. inculding requirement of tack coat both per 10m2 S.O.R of surface inculding cost of Palamu heating the aggregate and Division/ bitumen required 6.3. 1 9.(i) femparature with cost of p- 252 thel,cle-aning the surface properly with iron brush and broom, rolling. providing light, barrier, danger signal, chowkidar
-
-
-
1. 63 mm dia
3615.2
-
-
2. 90 mm dia
2632.8
-
-
3. 100 mm dia
405.9
-
-
4. 150 mm dia
205
-
-
Labour charge for one ' cutting of cast iron/DI pipe and spocial includingsupplying necessary tools & plant, chipping of filling the S.O.R.of surface finish as per2
-
-
-
1. 63 mm dia
110
-
-
2. 90 mm dia
110
-
-
3. 100 mm dia
120
-
-
4. 150 mm dia
80
-
-
Provision for testing of pipe as per specification & direction of Engineer in charge
-
-
-
(1) 63mm dia
9038
-
-
(2) 90mm dia
6582
-
-
(3) 100mm dia
902
-
-
(4) 150mm dia
410
-
-
Providing coarse clean sand in filling in foundation trenches or in plingh including ramming and watering in layers exceding 150 mm thick with all leads and lifts including cost of all marerials, labours, royality and taxes all completed as per building specificaiton and direction for Engineer in charge
-
-
-
(1) 63mm dia[HDPE PIPE]
2260
-
-
(2) 90mm dia[HDPE PIPE]
1646
-
-
Providing Double Flanged Sluice valve confirming to IS 14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. all complete.
-
-
-
100m dia
5
-
-
Providing and supplying Air Valves as per IS-14846 and MJP's standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading unloading, transportation up to departmental store/site, etc. complete.
-
-
-
100 mm dia Air Valve single Ball Flanged/ Screwed Type - PN 1.0
2
-
-
Supplying materials and labours and construction of valve chamber of Designation 75A brick in different sizes and depth having 0.25 M thick brick masonary wall in cement mortar (1:6) including 12mm cement plaster on exterior surface and providing R.C.C. (1:2:4) slab including earth work, sand filling brick flat soling ,P.C.C. (1:2:4) in foundation and refilling the trenches all complete as per specification and direction of E/I.
-
-
-
1.2Mx1.2M Internal size and 1.5 m depth
1
-
-
1.2Mx1.2M Internal size and 1.20 m depth
4
-
-
Supplying tools, labours and cutting road as well restoring the same after laying of pipe line as per specification and direction of E/I.[
-
-
-
(a) Pucca road - for cutting road as per requirement .(taken out materials to be used except black top only)
120
-
-
(b) WBM road - for cutting road as per requirement .(taken out materials to be used except black top only)
120
-
-
Dismantling P.C.C road including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
12.6
-
-
Providing P.C.C. M 150 in road work with approved quality of stone chips 20mm to 60mm size graded and clean course sand of FM 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, ribrating, striking, curing, taxes and royalty all complete as per specification and direction of E/I.
12.6
-
-
Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I. S/S tyton pipes (Class LA) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard, barier and red light to safe guard aginst accident, all complete (Pipe to be suppllied departmentally free of coat and laying of pipes is to be done as per I.S.S. 31414-1985) as per design, specification and direction of E/I.
-
-
-
(1) 63mm dia
6582
-
-
(2) 90mm dia
902
-
-
(3) 100mm dia
902
-
-
(4) 150mm dia
410
-
-
DISTRIBUTION MAIN (Zone -2)
-
-
-
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)
-
-
-
Providing and supplying in standard lengths polyethelene pipes, confiming to IS-4984/14151/12786/13488 with necessary jointing material like mechanical connectors i.e. thread/insert joint or flanged joint, including all local & central taxes, trasportaion & freightcahrges, inpection charges, conveyance to the deparmental stores/site & stacking the same in closed shade duly protection from sunrays & rains etc. complete.
-
-
-
(1) 63mm dia HDPE
P.E. 100 10 kg/cm
3032
-
-
(2) 90 mm dia HDPE
P.E. 100 10 kg/cm
5054
-
-
Provising D.I.K-7 pipes of following grades wigh internal cement mortar lining and including all taxes, insurance railway rreight, unloading, stacking etc. complete.
-
-
-
(3) 100 mm dia
3815
-
-
(4) 150 mm dia
3363
-
-
(5) 200 mm dia
1514
-
-
(6) 250 mm dia
465
-
-
(7) 350 mm dia
88
-
-
Provision for carriage of pipe as per specificaion & direction of Engineer in charge 450 km lead.
-
-
-
(1) 100mm dia
3815
-
-
(2) 150mm dia
3363
-
-
(3) 200 mm dia
1514
-
-
(4) 250 mm dia
465
-
-
(5) 350 mm dia
88
-
-
Erth work in Excation (As per I.S. 3114/1965 for laying of different types and sizes 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 spectiocaiton and direction fo Engineer -in chage
-
-
-
(a) For classification of Soil Item-A
9521.86
-
-
(b) For classification of Soil Item-B
4080.8
-
-
Earth work in back filling the trenches after laying dererent types and sizes of special and pipes wigh earth removal during excation withn all as per specification & direction of E/I 80% of Earth Work.
10882.12
-
-
Provision for supplying of specials inculiding laying, fitting, fixing etc. all complete job.
9454.89
-
-
Nicking the existing black topped surface with 50mm x 50 mmfurrow at intervals of 1.0 M cut at 450 to the center line of carriage way before laying of coarse aggregate as specified inclding removing the spoils wigh all leads, all complete. As per specificatyion and direction of E/i.
-
-
-
(1) 63mm dia
1213
-
-
(2) 90mm dia
2022
-
-
(3) 100mm dia
1717
-
-
(4) 150mm dia
1682
-
-
(5) 200 mm dia
833
-
-
(6) 250 mm dia
279
-
-
(7) 350 mm dia
53
-
-
Labour for scarifying the existing bitumenous surface (Av. 25 mm thick) without damaging the underneath pavement and removing the spoils to suitable place wigh all leads and lifts, providing light barrier signal, chowkidar etc. all complete as per approved design, drawing and direction of E/i.
-
-
-
(1) 63mm dia
1212.8
-
-
(2) 90mm dia
2021.6
-
-
(3) 100mm dia
1716.75
-
-
(4) 150mm dia
1681.5
-
-
(5) 200 mm dia
832.7
-
-
(6) 250 mm dia
279
-
-
(7) 350 mm dia
52.8
-
-
Providing 25mm av. Thick patch pepair consisting of lean bitumenous macadam in proper grade camber or super elevat6ion with stone chips of 13.2 mm and 11.2 mm size in ratio of (2:1) @ 25kg inculding requierement of tack coat both per 10m2 surface inculding cost of heating the aggregate and bitumen required temparature wigh cost of fuel, cleaning the surface properly wigh iron brush and broom, rolling providing light, barrier, danger signal, chowidar, earriage of bitument drum upto 8.0 K.M. lead from godown to work site and returnig the empty drum in good condition to the godown and hire charge of road roller with charge of road roller with desctiption and major repair.
-
-
-
(1) 63mm dia
1212.8
-
-
(2) 90mm dia
2021.6
-
-
(3) 100mm dia
1716.75
-
-
(4) 150mm dia
1681.5
-
-
(5) 200 mm dia
832.7
-
-
(6) 250 mm dia
279
-
-
(7) 350 mm dia
52.8
-
-
Labour charge for one cuttingt of cust iron pipe and special including supplying necessary tools & plant, chipping of filling the surface finish as per speficication & direction of E/i.
-
-
-
(1) 63mm dia
110
-
-
(2) 90mm dia
110
-
-
(3) 100mm dia
120
-
-
(4) 150mm dia
80
-
-
(5) 200 mm dia
70
-
-
(6) 250 mm dia
60
-
-
(7) 350 mm dia
50
-
-
Providing for testing of pipe as per specificaiton & direction of Engineer in charge
-
-
-
(1) 63mm dia
3032
-
-
(2) 90mm dia
5054
-
-
(3) 100mm dia
3815
-
-
(4) 150mm dia
3363
-
-
(5) 200 mm dia
1514
-
-
(6) 250 mm dia
465
-
-
(7) 350 mm dia
88
-
-
Providing coarse clean sand in filling in foundation trenches or in plingh including ramming and watering in layers exceding 150 mm thick wigh all leads and lifts including cost of all marerials, labous, royality and taxes all completed as per building specification and direction for engineer in charge.
-
-
-
(1) 63mm dia
758
-
-
(2) 90mm dia
1264
-
-
Providing Double Flanged Sluice valve confirming to IS 14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. all complete.[mjp2013-14/p-130] 2 b
-
-
-
250mm dia[SCOURE/CONTROL PURPOSES]
7
-
-
200mm dia
4
-
-
100mm dia
3
-
-
Providing and supplying Air Valves as per IS-14846 and MJP's standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading unloading, transportation up to departmental store/site, etc. complete.
-
-
-
100 mm dia Air Valve single Ball Flanged/ Screwed Type - PN 1.0
4
-
-
Supplying materials and labours and construction of valve chamber of Designation 75A brick in different sizes and depth having 0.25 M thick brick masonary wall in cement mortar (1:6) including 12mm cement plaster on exterior surface and providing R.C.C. (1:2:4) slab including earth work, sand filling brick flat soling ,P.C.C. (1:2:4) in foundation and refilling the trenches all complete as per specification and direction of E/I.[MJP2013-14/IT NO.3E/P-256-257]
-
-
-
1.2Mx1.2M Internal size and 1.5 m depth
2
-
-
1.2Mx1.2M Internal size and 1.20 m depth
5
-
-
Supplying tools, labours and cutting road as well restoring the same after laying of pipe line as per specification and direction of E/I.[
-
-
-
(a) Pucca road - for cutting road as per requirement .(taken out materials to be used except black top only)
120
-
-
(b) WBM road - for cutting road as per requirement .(taken out materials to be used except black top only)
150
-
-
Dismantling P.C.C road including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
12.6
-
-
Providing P.C.C. M 150 in road work with approved quality of stone chips 20mm to 60mm size graded and clean course sand of FM 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, ribrating, striking, curing, taxes and royalty all complete as per specification and direction of E/I.
12.6
-
-
Supplying labours tools tackles, lubricant etc, for laying and jointing C.I. S/S tyton pipes (Class L.A) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard, barier and red light to safe guard against accident, all complete (Pipe to be suppllied deparmentally free of cost and laying of pipes is to be done as per I.S.S. 31414-1985) as per desing, specificaiotn and direction of E/i.
-
-
-
(1) 63mm dia
3032
-
-
(2) 90mm dia
5054
-
-
(3) 100mm dia
3815
-
-
(4) 150mm dia
3363
-
-
(5) 200 mm dia
1514
-
-
(6) 250 mm dia
465
-
-
(7) 350 mm dia
88
-
-
DISTRIBUTION MAIN (Zone -3)
-
-
-
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)
-
-
-
Providing and supplying in standard lengths polyethelene pipes, confirming to IS 4984/14151/2786/13488 with necessary jointing connectors i.e. thread/insert joint or flaged joint, including all local & central taxesa, transportation & rreight cahrges, inspection charges, loading/ unloading charges, conveyance to the deparmental stores/site & stacking the same in cl8osed shade duly protection from sunrays & rains etc. complete.
-
-
-
(1) 63mm dia HDPE
P.E. 100 10 kg/cm
7857
-
-
(2) 90 mm dia HDPE
P.E. 100 10 kg/cm
4515
-
-
Providing D.I.K-7 pipes of following grades wigh internal cement mortar lining and including all taxes insurance railway freight, unloading, stacking etc complete
-
-
-
(3) 100 mm dia
4063
-
-
(4) 150 mm dia
2303
-
-
Provision for carriage of pipe as per specificaion & direction of Engineer in charge 450 km lead.
-
-
-
(1) 100mm dia
4063
-
-
(2) 150mm dia
2303
-
-
Earth work in Excation (As per I.S. 3114/1965 for laying of different types and sizes 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 spectiocaiton and direction fo Engineer -in chage
-
-
-
(a) For classification of Soil Item-A
7537.76
-
-
(b) For classification of Soil Item-B
3230.47
-
-
Earth work in back filling the trenches after laying dererent types and sizes of special and pipes wigh earth removal during excation withn all as per specification & direction of E/I.
8614.58
-
-
Provision for supplying of specials inculiding laying, fitting, fixing etc. all complete job.
5437.32
-
-
Nicking the existing black topped surface with 50mm x 50 mmfurrow at intervals of 1.0 M cut at 450 to the center line of carriage way before laying of coarse aggregate as specified inclding removing the spoils wigh all leads, all complete. As per specificatyion and direction of E/i.
-
-
-
(1) 63mm dia
3143
-
-
(2) 90mm dia
1806
-
-
(3) 100mm dia
1828
-
-
(4) 150mm dia
1152
-
-
Labour for scarifying the existing bitumenous surface (Av. 25 mm thick) without damaging the underneath pavement and removing the spoils to suitable place wigh all leads and lifts, providing light barrier signal, chowkidar etc. all complete as per approved design, drawing and direction of E/i.
-
-
-
(1) 63mm dia
3142.8
-
-
(2) 90mm dia
1806
-
-
(3) 100mm dia
1828.35
-
-
(4) 150mm dia
1151.5
-
-
Providing 25mm av. Thick patch pepair consisting of lean bitumenous macadam in proper grade camber or super elevat6ion with stone chips of 13.2 mm and 11.2 mm size in ratio of (2:1) @ 25kg inculding requierement of tack coat both per 10m2 surface inculding cost of heating the aggregate and bitumen required temparature wigh cost of fuel, cleaning the surface properly wigh iron brush and broom, rolling providing light, barrier, danger signal, chowidar, earriage of bitument drum upto 8.0 K.M. lead from godown to work site and returnig the empty drum in good condition to the godown and hire charge of road roller with charge of road roller with desctiption and major repair.
-
-
-
(1) 63mm dia
3142.8
-
-
(2) 90mm dia
1806
-
-
(3) 100mm dia
1828.35
-
-
(4) 150mm dia
1151.5
-
-
Labour charge for one cuttingt of cust iron pipe and special including supplying necessary tools & plant, chipping of filling the surface finish as per speficication & direction of E/i.
-
-
-
(1) 63mm dia
110
-
-
(2) 90mm dia
110
-
-
(3) 100mm dia
120
-
-
(4) 150mm dia
80
-
-
Providing for testing of pipe as per specificaiton & direction of Engineer in charge
-
-
-
(1) 63mm dia
7857
-
-
(2) 90mm dia
4515
-
-
(3) 100mm dia
4063
-
-
(4) 150mm dia
2303
-
-
Providing coarse clean sand in filling in foundation trenches or in plingh including ramming and watering in layers exceding 150 mm thick wigh all leads and lifts including cost of all marerials, labous, royality and taxes all completed as per building specification and direction for engineer in charge.
-
-
-
(1) 63mm dia
1964
-
-
(2) 90mm dia
1129
-
-
Providing Double Flanged Sluice valve confirming to IS 14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. all complete.
-
-
-
100mm dia[Scoure/control purposes]
10
-
-
Providing and supplying Air Valves as per IS-14846 and MJP's standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading unloading, transportation up to departmental store/site, etc. complete.
-
-
-
100 mm dia Air Valve single Ball Flanged/ Screwed Type - PN 1.0
4
-
-
Supplying materials and labours and construction of valve chamber of Designation 75A brick in different sizes and depth having 0.25 M thick brick masonary wall in cement mortar (1:6) including 12mm cement plaster on exterior surface and providing R.C.C. (1:2:4) slab including earth work, sand filling brick flat soling ,P.C.C. (1:2:4) in foundation and refilling the trenches all complete as per specification and direction of E/I.
-
-
-
1.2Mx1.2M Internal size and 1.5 m depth
1
-
-
1.2Mx1.2M Internal size and 1.20 m depth
6
-
-
Supplying tools, labours and cutting road as well restoring the same after laying of pipe line as per specification and direction of E/I.[
-
-
-
(a) Pucca road - for cutting road as per requirement .(taken out materials to be used except black top only)
120
-
-
(b) WBM road - for cutting road as per requirement .(taken out materials to be used except black top only)
120
-
-
Dismantling P.C.C road including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
13
-
-
Providing P.C.C. M 150 in road work with approved quality of stone chips 20mm to 60mm size graded and clean course sand of FM 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, ribrating, striking, curing, taxes and royalty all complete as per specification and direction of E/I.
13
-
-
Supplying labours tools tackles, lubricant etc, for laying and jointing C.I. S/S tyton pipes (Class L.A) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard, barier and red light to safe guard against accident, all complete (Pipe to be suppllied deparmentally free of cost and laying of pipes is to be done as per I.S.S. 31414-1985) as per desing, specificaiotn and direction of E/i.
-
-
-
(1) 63mm dia
4515
-
-
(2) 90mm dia
4063
-
-
(3) 100mm dia
4063
-
-
(4) 150mm dia
2303
-
-
DISTRIBUTION MAIN (Zone -4)
-
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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)
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Providing and supplying in standard lengths polyethelene pipes, confirming to IS 4984/14151/2786/13488 with necessary jointing connectors i.e. thread/insert joint or flaged joint, including all local & central taxesa, transportation & rreight cahrges, inspection charges, loading/ unloading charges, conveyance to the deparmental stores/site & stacking the same in cl8osed shade duly protection from sunrays & rains etc. complete.
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(1) 63mm dia HDPE
P.E. 100 10 kg/cm
9156
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(2) 90 mm dia HDPE
P.E. 100 10 kg/cm
2727
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Providing D.I.K-7 pipes of following grades wigh internal cement mortar lining and including all taxes insurance railway freight, unloading, stacking etc complete
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(3) 100 mm dia
3306
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(4) 150 mm dia
185
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(4) 200 mm dia
1482
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Provision for carriage of pipe as per specificaion & direction of Engineer in charge 450 km lead.
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(1) 100mm dia
3306
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(2) 150mm dia
185
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(3) 200 mm dia
1482
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Earth work in Excation (As per I.S. 3114/1965 for laying of different types and sizes 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 spectiocaiton and direction fo Engineer -in chage
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(a) For classification of Soil Item-A
5620.14
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(b) For classification of Soil Item-B
2408.63
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Earth work in back filling the trenches after laying dererent types and sizes of special and pipes wigh earth removal during excation withn all as per specification & direction of E/I 80% of Earth Work.
6423.02
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Provision for supplying of specials inculiding laying, fitting, fixing etc. all complete job.
4583.94
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Nicking the existing black topped surface with 50mm x 50 mmfurrow at intervals of 1.0 M cut at 450 to the center line of carriage way before laying of coarse aggregate as specified inclding removing the spoils wigh all leads, all complete. As per specificatyion and direction of E/i.
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(1) 63mm dia
3662
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(2) 90mm dia
1091
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(3) 100mm dia
1488
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(4) 150mm dia
93
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(4) 200mm dia
815
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Labour for scarifying the existing bitumenous surface (Av. 25 mm thick) without damaging the underneath pavement and removing the spoils to suitable place wigh all leads and lifts, providing light barrier signal, chowkidar etc. all complete as per approved design, drawing and direction of E/i.
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(1) 63mm dia
3662.4
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(2) 90mm dia
1090.8
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(3) 100mm dia
1487.7
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(4) 150mm dia
92.5
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(5) 200 mm dia
815.1
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Providing 25mm av. Thick patch pepair consisting of lean bitumenous macadam in proper grade camber or super elevat6ion with stone chips of 13.2 mm and 11.2 mm size in ratio of (2:1) @ 25kg inculding requierement of tack coat both per 10m2 surface inculding cost of heating the aggregate and bitumen required temparature wigh cost of fuel, cleaning the surface properly wigh iron brush and broom, rolling providing light, barrier, danger signal, chowidar, earriage of bitument drum upto 8.0 K.M. lead from godown to work site and returnig the empty drum in good condition to the godown and hire charge of road roller with charge of road roller with desctiption and major repair.
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(1) 63mm dia
3662.4
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(2) 90mm dia
1090.8
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(3) 100mm dia
1487.7
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(4) 150mm dia
92.5
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(5) 200 mm dia
815.1
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Labour charge for one cuttingt of cust iron pipe and special including supplying necessary tools & plant, chipping of filling the surface finish as per speficication & direction of E/i.
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(1) 63mm dia
110
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(2) 90mm dia
110
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(3) 100mm dia
120
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(4) 150mm dia
80
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(5) 200 mm dia
70
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Providing for testing of pipe as per specificaiton & direction of Engineer in charge
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(1) 63mm dia
9156
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(2) 90mm dia
2727
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(3) 100mm dia
3306
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(4) 150mm dia
185
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(5) 200mm dia
1482
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Providing coarse clean sand in filling in foundation trenches or in plingh including ramming and watering in layers exceding 150 mm thick wigh all leads and lifts including cost of all marerials, labous, royality and taxes all completed as per building specification and direction for engineer in charge.
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(1) 63mm dia
2289
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(2) 90mm dia
682
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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. all complete.
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200mm dia
2
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150mm dia
1
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100mm dia
10
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Providing and supplying Air Valves as per IS-14846 and MJP's standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading unloading, transportation up to departmental store/site, etc. complete.
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100 mm dia Air Valve single Ball Flanged/ Screwed Type - PN 1.0
5
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Supplying materials and labours and construction of valve chamber of Designation 75A brick in different sizes and depth having 0.25 M thick brick masonary wall in cement mortar (1:6) including 12mm cement plaster on exterior surface and providing R.C.C. (1:2:4) slab including earth work, sand filling brick flat soling ,P.C.C. (1:2:4) in foundation and refilling the trenches all complete as per specification and direction of E/I.[MJP2013-14/IT NO.3E/P-256-257]
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1.2Mx1.2M Internal size and 1.5 m depth
1
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1.2Mx1.2M Internal size and 1.20 m depth
5
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Supplying tools, labours and cutting road as well restoring the same after laying of pipe line as per specification and direction of E/I.
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(a) Pucca road - for cutting road as per requirement .(taken out materials to be used except black top only)
120
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(b) WBM road - for cutting road as per requirement .(taken out materials to be used except black top only)
150
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Dismantling P.C.C road including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
13
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Providing P.C.C. M 150 in road work with approved quality of stone chips 20mm to 60mm size graded and clean course sand of FM 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, ribrating, striking, curing, taxes and royalty all complete as per specification and direction of E/I.
13
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Supplying labours tools tackles, lubricant etc, for laying and jointing C.I. S/S tyton pipes (Class L.A) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard, barier and red light to safe guard against accident, all complete (Pipe to be suppllied deparmentally free of cost and laying of pipes is to be done as per I.S.S. 31414-1985) as per desing, specificaiotn and direction of E/i.
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(1) 63mm dia
9156
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(2) 90mm dia
2727
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(3) 100mm dia
3306
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(4) 150mm dia
185
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(5) 200 mm dia
1482
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Twin Type Staff Quarter - 2 Unit (Please refer to Section 5,Sl. 2.7 of SBD)
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E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) & disposal of excavated earth obtained to a distance up to 50 M including all lift leveling, ramming the foundation trenches removing root of trees, scrubs all complete as per approved design
103.03
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Providing, coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E.I.
8.59
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Providing designation 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.
114.47
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Providing P.C.C M - 100 in nominal mix of (1:3:6) in foundation with approved quantity of stone metal grade - III (50mm to 25mm. size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing taxes & royalty all complete as per building specification & direction of E/I
17.17
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Providing designation 75 A brick work in C.M. (1:6) in foundation & plinth 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
73.13
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Providing 25 mm thick damp proof coarse with cement concrete M - 150 with nominal mix of (1:2:4) with approved quantity of stone chips 20 mm to 6 mm size graded & 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 & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of E/I
57.07
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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
82.29
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Providing R.C.C. M - 200 with nominal mix of (1:1.5:3) in Intel level 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, concreting, shuttering and 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 excluding the cost of reinforcement) taxes & royalty all complete as per building specification of E/I
2.42
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Providing average 63 mm thick R.C.C. M - 200 with nominal mix of (1:1.5:3) chajja in shelves 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 and 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 excluding the cost of reinforcement) taxes & royalty all complete as per building specification of E/I
38
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Providing R.C.C. M - 200 with nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering and mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building specification & direction of the E/I
12.15
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Supplying fitting & fixing good quality, well dressed &well seasonedsal wood work in choukhat in doors, windows, skylights, fan light and celestial windows openings, including wedge over clamps all 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
1.34
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Supplying fitting & fixing 250*20*6 mm L-type M.S. Clamp properly fish tailed including making holes and setting the same in 375*125*75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification & direction of E/I
136
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Supplying all materials, labours and fitting & fixing 38 mm (1.5) thick well seasonedsal wood battened shutter ledged & braced in door 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 building specification & direction of Engineer - in - Charge
58.41
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Supplying, fitting & fixing M.S./Grill made of 20*6 mm M.S. Flat as pr 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 Dept.)
604.8
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Providing 25 mm thick pre cast R.C.C. M - 150 with nominal mix of (1:2:4) in jail 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 grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction E/I
1.08
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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
8
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Supplying, fitting & fixing M.S./Grill gate made of 20*6 mm M.S. Flat fitted on 25 mm * 25 mm 6 mm M.S. angle frame as pr approved design & drawing properly fabricated with joints continuous fillet welded and finished smooth, providing necessary locking arrangements with Haskell & dummy duly fixed in C.C.(1:2:4) blocks of required size applying a red lead paints over steel works, taxes, carriage of grill to work site, as per the building specification and direction of E/I. (where materials is not supplied by the Dept.)
515.98
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Providing 6 mm thick cement plaster (1:4) in ceiling with approved quality of 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.
91.12
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Providing 12 mm thick cement plaster (1:6 ) with approved quality of clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & 7 royalty all complete as per building specification & direction of E/I.
871.32
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Providing all materials ,labors& doing 0.5" (12mm) plaster with cement mortar (1:3) using clean coarse sand finishing with neat punning a dado 6" (150 mm) high a side room and outside wall up to plinth level including screening, curing with all leads & lifts of water, scaffolding, taxes and royalty all complete as per building specification & direction of E/I.
100.22
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Providing average 115 mm thick lime tracing (24 lime:36 shurkhi: 100 brick khoa) well beaten and compacted including maintaining proper level & slope, making ghundi with finishing treatment, cost of labor, curing, royalty & taxes all complete as per specification & direction of E/I.
121.46
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Filling in foundation trenches & plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted & fine dressed with earth 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.
61.2
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Providing average 150 mm thick dry rammed khoa bitten to 112 mm (compacted with water) made of well burnt of jhama bricks including ramming properly till compacted thickness is 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.
95.45
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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.
95.46
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Providing designation 75A brick on edge flooring in Cement morter (1:4) with top surface flush pointed in cement morter (1:4) with approved quality of sand including cost of curing, taxes & royalty all complete as per building specification & direction of E/I
76.45
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Providing all materials, labors &doing 3 (three) coat white washing with approved quality of lime over the new surface including the cost of cleaning surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing, scaffolding washing of floor sand taxes all complete as per building specification & direction of E/I.
546.34
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Providing all materials, labours & doing 2 (two) coats colour washing over a coat of white wash with approved quality of lime & colour over the new surface including the cost of cleaning surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing, scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I.
454.04
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Providing 2 (two) coats of painting with ready mixed paint over a coat of primer of approved shade and make over new wooden surface including 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
131.42
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Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing rust, dirt, scales, smokes, grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification & direction of E/I.
38.44
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Providing 2 (two) coats of painting with ready mixed paints of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification & direction of E/I.
38.44
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Providing for reinforced as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed write with cost of wore removal of rust placing the dodo in position all complete as per specification and direction of E/I.
1.6
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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
34.58
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Steel 25 KM lead
2.44
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Sand 10 KM lead
100.48
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Bricks 15 KM lead
71290
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Stone/Stone Chips 10 KM lead
35.52
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Water Supply Sanitation Installation (Plumbing work)
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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.
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i) 25mm GI. Pipe.
40
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ii) 15 mm GI. Pipe.
70
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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.
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i) 15 mm GI. Pipe
60
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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.
4
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Supplying and fixing GI fittings of approved make all complete as per direction of E/I.
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(a) Elbow 15 mm dia
40
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(b) Tee plane 15mm dia
16
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(c) Nipple 15mm dia.
40
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(d) Union Socket 25mm dia
4
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(e) Union Socket 15mm dia
8
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(f) Brass bib cock 15mm dia
16
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(g) C.I stop cock 15mm dia
16
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(h) C.I. stop cock 25mm dia
4
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(i) Reducing Socket 25x15mm
8
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(j) Tee 25x25x15mm dia
10
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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).
4
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SEPTIC TANK and SOAK PIT
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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.
38
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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.
5.78
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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.
9.52
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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.
2.08
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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.
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(a) 19 mm thick
3.6
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(b) 12 mm thick
19.72
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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.
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(a) B/W in C.M (1:4)
5.56
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(b) B/W 75-B in (1:6) for Soak pit
1.06
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(c) Brick work in dry masonry for soak pit.
3.76
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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.
0.74
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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.
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10 mm dia
0.08
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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.
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(a) 100mm dia H.C.I. Tee.
2
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(b) 100mm dia H.C.I. Band
2
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(c) 50mm dia H.C.I. Cowel
2
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(d) 50mm dia H.C.I. Vent pipe
4
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(e) 100mm H.C.I. Pipe
32
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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.
8
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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.
20
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Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I.
4
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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
4
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Carriages of materials
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(a) Brick –15 KM lead
1533.34
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(b) Sand -10 KM lead
3.2
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(c) Stone chips -10 KM lead
0.86
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(d) Steel 25 KM
0.08
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(d) Cement- 25 KM lead
0.66
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Electrical Works
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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
40
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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
4
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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
240
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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
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2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring
120
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2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring
120
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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
4
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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
12
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-
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
4
-
-
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
80
-
-
PVC con 25 mm PVC pipe
40
-
-
Installation commissioning and testing Ceiling Fan
4
-
-
Carriage of ceiling fan and regulator
4
-
-
Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction
10
-
-
Supplying ,fitting and fixing breas batten/ angle holder including connection etc.
4
-
-
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.
8
-
-
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.
8
-
-
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.
20
-
-
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
4
-
-
Supplying ,fitting and fixing modular base and cover plate on existing modular metal boxes etc as required.
8
-
-
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
2
-
-
Compound Wall/ Boundry Wall for WTP, Sump & ESR. (625 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)
-
-
-
Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item- A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling,ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.
689.06
-
-
Providing P.C.C.M - 100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade - III (50 mm to 25 mm size )clean coarse sand including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royally all complete as per builiding specification and direction of engineer in charge.
98.44
-
-
Providing R C C M-200 with nominal mix of (1:1:5:3 in column foundation and plinth with approved quality of stone including screening, suttering Mixing cement concrete in mixer and palcing in position. Vibrating, striking, curing, taxes and royalty all complete as per building specificaiton and direction of Engineer-in-charge.
66.6
-
-
Providing R.C.C. M-200 with noninal mix of (1:1, 5:3) in column of all types with including screning, shuttering, mixing cement concrete in mixer and placing in position, vibration, striking, curing, laxes and royalty all compete as per building specificatoin and direction of engineer-in-incharge
29.53
-
-
Providing designation 75A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening materials, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
361.72
-
-
Providing designation 75A brick work inC.M. (1:6) in superstructure and plinth with approved quality of clean coarse sand or F.M 2 to 2.5 including providing 10 mm thick mortar joints. cost of sereening material, ranking out joints to 15 mm depth, curingm taxes and royally all complete as per building specification and direction of E/I.
217
-
-
Providing R.C.C. M- 200 with nominal mix of (1:1.52:3) in band at plinth/ground level 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 (but excluding the cost of reinforcement) taxes and royalty all complete, as per building specification of E/I.
72.91
-
-
Fencing with angle iron post placed at required distance embeded in cement concrete blocks, every 15 th post, last but one end post and corner post shall be shrutted on both sies and end post on one side only and provided with horizontal lines and two diagonals interwomen with horizontal wires of barbed wie weighing 9.38 Kg per 100 M ( minimum) between the two posts fitted and fixed with GI staples, turn buckets etc. complete ( cost of posts, struts, earth work and concrete work to be paid for separately) Payment to be made per metere cost of total length of barbed wire used. With GI barbed Wire.[DSR2014/P-/ IT NO.16.18.1]-With G.I. Barbed Wire QTY = 625.00X11Row=6875.00mtr say7000.0mtr
7000
-
-
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
734.5
-
-
Providing 12 mm thick cement palster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royally all complete as per building specification and direction of E/I.
2159.5
-
-
Anti-fungal weather coat painting
2159.5
-
-
Providing tor steel reinforcement of 10 mm, 12 mm, & 16 mm dia bas as per approved design and drawing excluding carriage of bars to work site, cutting, bending and building with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specificaiton and direction of E/I.
17.92
-
-
MS Gate
900
-
-
Cost of Sanitary room
15
-
-
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
169.2
-
-
Steel 25 KM lead
17.92
-
-
Sand 10 KM lead
337.87
-
-
Bricks 15 KM lead
235001
-
-
Stone/Stone Chips 10 KM lead
224.68
-
-
Approach Road
-
-
-
E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item A) & disposal of excavated earth obtained to a distance up to 50 M including all lift leveling, ramming the foundation trenches removing root of trees, scrubs all complete as per approved design, building specification and direction of E/I.
810
-
-
Eatth work in road embankment and shoulders with ordinary soil (vide classification of soil item A) obtained from borrow pits or any other soruce free from logs, stump roots, rubbish or any other ingredients likely to deteriorate of effect the stability of the embankment including breaking the clods maximum to 60 mm cubem placing the earth in layers not exceeding 225 mm in loose thickess, rough dressing including cost of cutting and removing cost of cutting and removing shrubs and roots falling in borow area all complete as per approved design,m speciafication and direction of E/I (Mode of measurment after required compaction) with initial lead 20 M and lift of 1.5 M
9660
-
-
Extra for each subsequent lead uptp 25 m beyond the initial in all kinds of soil as per specificationand direction E/I
9660
-
-
Providing stone matel grade-II (63 mm to 45 mm, size [with stone screening materials type -A ( 13.2 mm size) in road embankment hire chages of road roller with depreciation and major repair
780
-
-
Providing stone matel grade-III (53 mm to 22.4 mm, size [with stone screening materials type -B ( 11.2 mm size) in road embankment hire chages of road roller with depreciation and major repair.
562.5
-
-
Providing stone matel grade-III (53 mm to 22.4 mm, size [with stone screening materials type -B ( 11.2 mm size) in road embankment hire chages of road roller with depreciation and major repair.
562.5
-
-
Providing 20 mm thick mix seal typr "B" surfacingg confirming to clause 510 of M.O.S.T. specification over bitumenous surface in proper grade, camber and superelevationj with stone chips confirming to table (500-20) 0.27 m³ per 10² surface including its carriage to site from astock and bitumen @ 24 kg per 10 sqm tack coat @ 5 kg per 10 sqm inculding cost of heating the chips and bitumen to require temperature and carriage of bitumen to heating place woth cost of furl, mixing he same manualy, carrying the mix at site, cleaning the surface with iron brush and broom, applying tack coat, laying mix,rolling with power roller, providing light, barrier, danger signal, chowkidar,making and maintaining diversion, higher charge of road roller with maintaining diversion, higher charge of road roller with
2250
-
-
Providing 20 mm thick mix seal typr "B" surfacingg confirming to clause 510 of M.O.S.T. specification over bitumenous surface in proper grade, camber and superelevationj with stone chips confirming to table (500-20) 0.27 m³ per 10² surface including its carriage to site from astock and bitumen @ 24 kg per 10 sqm tack coat @ 5 kg per 10 sqm inculding cost of heating the chips and bitumen to require temperature and carriage of bitumen to heating place woth cost of furl, mixing he same manualy, carrying the mix at site, cleaning the surface with iron brush and broom, applying tack coat, laying mix,rolling with power roller, providing light, barrier, danger signal, chowkidar,making and maintaining diversion, higher charge of road roller with maintaining diversion, higher charge of road roller with
2250
-
-
Supports for Clear water pipe line (Pillars) -92 nos.
-
-
-
Earthwork in excavation in foundation trenches in ordinary soil (vide classification of SOIL ITEM-A)and disposal of excavated earth as obtained to a distance upto 50 M. inculding all lifts, levelling,ramming the foundation trenches, roots of trees, shurbs all complete as per approved design, building specification
276
-
-
Providing P.C.C. M - 100 in nominal mix of (1:3:6) in foundation with approved quality of stone chips 50 mm to 25 timi size graded-III and claen coarse sand o F.M. 2.5 to 3 inculding screeninp, shutterirT7 mixing, cement concrete in mixer and placing in position.
9.2
-
-
Providing R.C.C. M-20 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand o RM. direction of FA.
-
-
-
Footing
9.2
-
-
Column
53.18
-
-
Pipe Support slab
24.2
-
-
Providing Tor steel reinforcement of 10 mm, 12 nini,& 16 mm dia bars as per approveddesign and drawing exculding carriage of bars to work site , cutting,bending and placing the rods inposition all complete as per building specification and direction of El
5.61
-
-
Carriage of materials from divisional store or kiln site or quarry site to work site including contractor's profit, loading, unloading, transportation etc. all complete .
-
-
-
Cement 25 KM lead
39.44
-
-
Steel 25 KM lead
5.61
-
-
Sand 10 KM lead
40.22
-
-
Stone/Stone Chips 10 KM lead
80.45
-
-
Carrying out soil investigatin work
-
-
-
Carrying out soil investigatin work to determine soil properties, determination of soil bearing capacity including moboliastion & de-mobilisation all completem submission of report
-
-
-
in WTP
5
-
-
in Reservoir
4
-
-
Scada System
-
-
-
Design, detailing, supply of elements, installation and commissioning of SCADA facility covering all 4 Zonal ESRs in the command area compocising
-
-
-
RTU having
-
-
-
4 analog inputs
-
-
-
8 analog inputs
-
-
-
8 digital outputs
-
-
-
GPRS modem
-
-
-
SIM card dedicated IP address
-
-
-
Commercial grade PC Pentium IV, 18.5 inch monitor, 320 HDD, 2 GB RAM, Keyboard, mouse, Colour A4 Deskjet printer,
-
-
-
OPC server for connectivity with GPRS Station
-
-
-
Requisite UPS for the SCADA system
4
-
-
Cost of support service like broad band conenction etc
4
-
-
House Connection for 4459 nos Consumer.
-
-
-
Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) 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, shards all complete as per approved design, building specification and direction of E/I
6289.98
-
-
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 competed volume)-
188.39
-
-
Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm is 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, string, curing, taxes and royalty all complete as per building specification and direction of E/I.
317.07
-
-
Earth work in beak filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction E/I.(For classification for Soil item –A & B.)
6019.65
-
-
Providing 12mm, cement plaster (1:3) 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 E/I-
5551.46
-
-
Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only assurance certificate from quality agencies like WRC / CIPET (India) / DVGM/ KIWA / SPGN etc. for usage in Drinking Water with quality system The cost shall include testing of all materials, all taxes Central,Sate , Municipal, Inspection charges, transportation up to site, transit insurance, loading, as specified and directed.unloading, stacking etc. complete as specified and directed 20 mm dia.
66885
-
-
Providing and supplying G.I. pipes(Tata and euivalent make) for usage in drinking water with quality system. The cost shall include testing of all materials all texes central ,state ,transitinsurance,loading,unloading,staking etc. all complete as per specified and directed. 15 mm dia
4459
-
-
Lowering ,Laying and jointing HDPE Double Wall Corrugated Pipes for non pressure Underground drainage and Sewerage applications and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour material except O ring coupler giving satisfactory hydraulic testing as per relevant ISO etc complete.
66885
-
-
Supplying and fixing of G.M. Ferrule of approved make in existing C.I. Main including drilling and taping C.I. main all complete as per specification and direction E/I.
4459
-
-
Lowering ,Laying and jointing HDPE Double Wall Corrugated Pipes for non pressure Underground drainage and Sewerage applications and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour material except O ring coupler giving satisfactory hydraulic testing as per relevant ISO etc complete. (1.3mm, 6mm and 10mm ferrule weight not less425 Gms.)
4459
-
-
Providing and fixing Gun metal full way valve of approved quality all complete, as per specification and direction of E/I. (b) 20mm dia and weight not less than 400 Gms.)
4459
-
-
Providing and fixing 15mm dia male ended C.I. b-iDy brass spindle valve and seat bib clock of approved quality (wt- Not less than 400Gms. ) With extra socket all complete as per specification and direction E/I. (15 mm dia)
4459
-
-
Supplying and fixing G.I. fittings of approved make all complete as per specification and direction E/I.
-
-
-
20 mm dia Elbow
4459
-
-
15 mm dia Elbow
4459
-
-
20 mm dia Reducing Socket
4459
-
-
20 mm dia Nipple
4459
-
-
15 mm dia Nipple
8918
-
-
20 mm dia Union Socket
4459
-
-
15 mm dia Socket
4459
-
-
20 mm dia Socket
4459
-
-
Carriage
4459
-
-
Operation & Maintenance for Five years
-
-
-
O/M work with Labour component & Materials for 1st Year
-
-
-
As per SBD Section - 5 Clouse 9.10
290710.45
-
-
O/M work with Labour component & Materials for 2nd Year
-
-
-
As per SBD Section - 5 Clouse 9.10
290710.45
-
-
O/M work with Labour component & Materials for 3rd Year
-
-
-
As per SBD Section - 5 Clouse 9.10
290710.45
-
-
O/M work with Labour component & Materials for 4th Year
-
-
-
As per SBD Section - 5 Clouse 9.10
290710.45
-
-
O/M work with Labour component & Materials for 5th Year
-
-
-
As per SBD Section - 5 Clouse 9.10
290710.45
-
-
Add 1% Labour Cess
1
-
-
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