Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date17 Oct 2022
Closing Date31 Oct 2022
Tender Amount₹ 1,24,54,394
Costs
EMD
₹ 1,24,544Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Piped Water Supply Scheme At Begawade Tal Bhudargad
Description
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Contact
Tender Id
2022_KOLHA_843871_1Bid Award Id
ViewTender No
620/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) in RCC A) For Beam M - 250
1.85
-
8719.7
B) For slab & wall (M - 250)
10.52
-
10901
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire).
0.9
-
106926.6
Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete.
1
-
89977.8
Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete.1) 90 x 60 cm size and weight 35 Kg.
1
-
3187.8
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
38
-
92.4
Providing, constructing coffer dam in river basin/dam storages as per type design including excavation, the middle portion with B.C. soil (in gunny bags if required). Providing impervious/semipervious materials on both side of B.C. soil ( in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.
1430
-
750.2
Subwork No. 2 :- Deepening Of RCC Jackwell
Desilting the supply well, intake well , sump of water supply / sewerage work etc. in wet or dry condition including lifts up to 9 m and lead up to 150 m as required beyond the work site , stacking , spreading including necessary guarding etc. complete. as directed by Engineer in charge.
Lift 4.50 -6.00 M
38.47
-
1206.7
Lift 6.00 -7.50 M
57.7
-
1237.5
Lift 7.50 -9.00 M
57.7
-
1268.3
Lift 9.00 -10.50 M
57.7
-
1299.1
Lift 10.50 -12.00 M
31.09
-
1329.9
Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete.
1800
-
84.7
Subwork No 3 - Connecting Pipe
Excavation in general soft material comprising of soil in soft murum sand hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connection Pipe, Jackwell Pump House, Supply Well etc. for Lift 0 to 1.5M. & Lead of 150M. including barricadding, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling. a)For Head Works on river or dam submergence for initial lift 0 to 1.5M. Lift 0-1.5M
501
-
510.4
Lift 1.5-3 M
394
-
540.1
Lift 3-4.5 M
297
-
569.8
Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.
27
-
92.4
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspec- tion charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.
150
-
701
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.
150
-
224.4
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete. 300 mm CI LA class pipe
1181
-
92.4
Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete.
150
-
5500
Sub Work No.4:-- Approach Bridge
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259)
18
-
165
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfillng etc.
P/I - 47/5
15.75
-
629.2
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work,compaction, curing, etc. complete. (Cement 5.90 bags / cum)
3.38
-
6824.4
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (Excluding M.S. or Tor reinforcement)
A) For RCC M200 grade Footing
5.07
-
8049.8
B) For RCC M200 grade Column
5.56
-
9696.5
C)For RCC M200 grade Beams
2.7
-
9541.4
D)For RCC M200 grade Slab
9
-
10244.3
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete
1.79
-
106926.6
Providing and fixing GI pipe railing having 1.0 m height consisting 50x50x6 mm thick MS angles as verticles at 1.5 M c/c and addition posts at every 3 rows of 25 mm dia GI pipes of medium class variety as horizontals and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including costs of all labour, transporting bends to curved shape etc. complete
120
-
1007.6
Filling in plinth and floors / trenches with excavated murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete.
23.96
-
92.4
Sub Work No.5:- Pumping Machinary
Providing errecting, Testing and Commissioning of 150 mm submersible pumpset on Sump with discharge of pump set
Capacity of Pump- 5.00 HP Discharge - 7167 LPH Head -65 M
2
-
38094.84
Pressure gauges
Providing, errecting Glyscerine filled Pressure gauge of required range completewith syphon tube.100 mm dia
2
-
1382
L.T. Cup Board Type panel Board-
Providing and erecting L.T. cup board type Panel Board including all standard swithgears and suitable for Twin 5 HP pump arrangement.
1
-
60093
MS Specials
Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba / Mahindra & Mahindra make) from inside and outside excludingall statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete
70
-
95
MS flanges
Providing, fabricating, erecting, M.S. Flanges sleepon type of required size and thickness with both side machined as per detailed specification and approved layout of flowmeters & size mentioned by the department.
30
-
171
Cable
Providing, errecting 3 core x 2.5 sqmm flat flexible Submerisible cable with coper conductor.
175
-
145.95
Earthing
Providing earthing with galavanised cast iron earth plate size 60 x 60 x 0.6 cm complte with all materials, testing & recording the results as per specifiction No. EA-EP
2
-
4714
SMS Based ON/OFF Switch
Supplying, installing & commissioning of SMS based ON / OFF operation of pumps at remote locations with test & trial including one year gurrenty & two year comprehensive maintenance including SIM Card & SMS Charges
2
-
8750
65 mm Medium Class Pipe
36
-
419
Sub Work No.6:-Solar Power Plant 8 KWP For Begawade
PART - A SOLAR POWER PLANT FOR WATER SUPPLY SCHEME - 8 kW
Supplying, installing, testing and commissioning of 8 kWp capacity on grid solar power pack with GI mounting structure.The above benchmark cost includes cost of solar pv panels (with 450 W mono half cut cells) AC:DC ratio 1:1 inverter(three phase) balance of stem eg.cables,switches / circuitbreakers / connectors /junction box, mounting sturctue earthing, lightning arrestor ,civil works,installation and
commisioning CMC for five yrs transportation insurance applicable taxes etc. The above cost are excluding of net metering and battery back up cost.- Benchmark cost for Grid Connected Roof-top Photo-voltic Systems for financial year
2021-22 dt-27/10/21
8
-
40991
Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months istory of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer.
1
-
14556.15
Supplying and erecting LT CT multifunction DLMS compliance energy meter of accuracy of class 0.5 , 3x240V,50 Hz with optical & RS 232 port, backlit LCD, measures & displays trivector energy, load survey, TOD, tamper detection & logging, power ON /OFF events, instantaneous parameters of rating 1/5 A with display in absence of power complete with zero adjustment & test certificate from manufacturer erected on provided M.S. box and connected to CTs
1
-
8009.4
Supplying, erecting & terminating XLPE armoured cable 3 core 10 sq. mm. copper conductor continuous 5.48 sq.mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU
100
-
447
PART - B CIVIL WORK
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259).
9.18
-
165
Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as
directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd_x005fA-3/259)
6.75
-
211.2
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below,stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 4/259)
6.75
-
629.2
Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting,etc. complete. (Bd-A-12/264)
4.05
-
1292.5
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) b) In PCC M-150
1.35
-
6824.4
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)b) In RCC M-200
1.15
-
8049.8
Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, compaction,finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)b) In RCC M-200
3.73
-
9696.5
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F-17/306) b) To r Steel
0.39
-
106926.6
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
12.41
-
92.4
Providing and fixing board displaying information,such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20mx0.90m size made out 18gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on backside and border/ messages/ symbols etc. with approved colourshade paint complete, on M.S.angle of size35x35x3mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mmx65mmx6mm,3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc.and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including,excavation,refilling,transportation,and labour etc complete. Spec. No. As directed by Engineer in Charge
1
-
11110
Providing and fixing in position M.S.ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved,welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
5
-
1642.3
Providing structural steel work in rolled sections like joists, channels, angles,tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. (Bd-C-2/275)
0.55
-
82079.8
Sub Work No.7:-Solar Power Plant 11 KWP For Varil Begawade
PART - A SOLAR POWER PLANT FOR WATER SUPPLY SCHEME - 11 kW
Supplying, installing, testing and commissioning of 11 kWp capacity on grid solar power pack with GI mounting structure.The above benchmark cost includes cost of solar pv panels (with 450 W mono half cut cells) AC:DC ratio 1:1 inverter(three phase) balance of stem eg.cables,switches / circuitbreakers / connectors /junction box, mounting sturctue earthing, lightning arrestor ,civil works,installation and
commisioning CMC for five yrs transportation insurance applicable taxes etc. The above cost are excluding of net metering and battery back up cost.- Benchmark cost for Grid Connected Roof-top Photo-voltic Systems for financial year
2021-22 dt-27/10/21
11
-
38236
Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months istory of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer.
1
-
14556.15
Supplying and erecting LT CT multifunction DLMS compliance energy meter of accuracy of class 0.5 , 3x240V,50 Hz with optical & RS 232 port, backlit LCD, measures & displays trivector energy, load survey, TOD, tamper detection & logging, power ON /OFF events, instantaneous parameters of rating 1/5 A with display in absence of power complete with zero adjustment & test certificate from manufacturer erected on provided M.S. box and connected to CTs
1
-
8009.4
Supplying, erecting & terminating XLPE armoured cable 3 core 10 sq. mm. copper conductor continuous 5.48 sq.mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU
100
-
447
PART - B CIVIL WORK
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259).
9.18
-
165
Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as
directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd_x005fA-3/259)
6.75
-
211.2
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below,stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 4/259)
6.75
-
629.2
Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting,etc. complete. (Bd-A-12/264)
4.05
-
1292.5
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) b) In PCC M-150
1.35
-
6824.4
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)b) In RCC M-200
1.15
-
8049.8
Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, compaction,finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)b) In RCC M-200
3.73
-
9696.5
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F-17/306) b) To r Steel
0.39
-
106926.6
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
12.41
-
92.4
Providing and fixing board displaying information,such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20mx0.90m size made out 18gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on backside and border/ messages/ symbols etc. with approved colourshade paint complete, on M.S.angle of size35x35x3mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mmx65mmx6mm,3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc.and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including,excavation,refilling,transportation,and labour etc complete. Spec. No. As directed by Engineer in Charge
1
-
11110
Providing and fixing in position M.S.ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved,welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
5
-
1642.3
Providing structural steel work in rolled sections like joists, channels, angles,tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. (Bd-C-2/275)
0.55
-
82079.8
Subwork No.8 - R.C.C. Collecting Chamber Excavation for pipe trenches in earth soils of all types, sand gravel and soft murum including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling etc. complete.
16
-
165
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.
22.4
-
1118.7
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/granite/gneiss metal for foundation and bedding including dewatering formwork, compacting and curing, finishing etc. complete with initial lift of 1.5 M below / above ground level.
2.18
-
7296.21
Providing and casting in situ C.C. of trap/granite/ quartzite/gneiss metal of approved quality for RCC work as per detailed by Engineer-in-charge including normal dewatering, centering, formwork, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary and curing, etc complete. ((By weigh batching and mix design for M-250 ad M- 300 only. Use of L & T, A.C.C. Ambuja, Birla Gold, Manikgad, Rajashree, etc cement is permitted. Excluding M.S. or TOR reinforcement) in RCC M-200. For Raft
3.6
-
8521.61
Providing and casting in situ C.C. of trap/granite/ quartzite/gneiss metal of approved quality for RCC work as per detailed by Engineer-in-charge including normal dewatering, centering, formwork, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary and curing, etc complete. ((By weigh batching and mix design for M-250 ad M- 300 only. Use of L & T, A.C.C. Ambuja, Birla Gold, Manikgad, Rajashree, etc cement is permitted. Excluding M.S. or TOR reinforcement) For RCC M - 20 grade- For Wall. & Slab
5.77
-
10716.11
Providing and fixing in position steel bar reinforcement in position steel bar reinforcement of various diameters for R.C.C. Piles, caps, footings, foundatio-ns, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copints, fins, drawings, and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete.
0.66
-
106926.6
Providing, erecting, connecting double flanges short body pattern type manually operated Butterfly valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings excluding C.C. foundation/ structural steel support confirming to IS 13095-1991 80 mm Sluice valves - PN - 1.
1
-
5132
Lowering, laying and jointing in position following C.I. D/F Reflux vales, Buttefly valves and sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves).
80 mm dia. CIDF Sluice Valve PN-1
1
-
2125.2
Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete.
360
-
84.7
Sub Work No 9 :- Gravity Main Material Section
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
90 mm dia HDPE 6 Kg/cm2
450
-
244
Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. Complete as per IS-1239/2004.
80 mm dia GI Pipe Medium For Gaothan
20
-
551
Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading,stacking excluding GST levied by GOI & GOM in all respect etc. complete. 80 mm Sluice valves - PN - 1 .
2
-
5132
Providing and supplying Air Valves as per IS- 14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, 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 insurance,third party inspection charges, loading, unloading,transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 25 mm Dia. PN - 1
2
-
1054
Labour Section
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete.
94.5
-
165
Excavation for foundation / pipe trenches in hard murum and boulders,W.B.M.road including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete.,
63
-
211.2
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M
63
-
629.2
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.by all means.
94.5
-
1118.7
Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.
47.25
-
92.4
Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II
90 mm dia HDPE 6 Kg/cm2
450
-
73.7
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.
80 mm dia GI Pipe Medium
20
-
143.44
Lowering, laying and jointing in position following C.I. D/F Reflux vales, Buttefly valves and sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves)Giving satisfactory Hydraulic testing of following C.I.D./F Reflux valves,Butterfly valves and Sluice Valves.
80 mm dia CIDF Sluice Valve
2
-
1951.4
Lowering, laying and fixing in proper aligement and position all types of C.I. Air Valves as directed by engg.in charge including cost of conveyance from stores site of work cost of material and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves). Type - PN - 1 25mm dia.
2
-
239.8
Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete
90 mm MDPE Couplers
2
-
415
MDPE 90 Degree Elbow
2
-
429
MDPE Ferrel Taping Tee (90 x 3/4") for Air Valves
2
-
649
Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..90 mm HDPE 6kg CM2
0.45
-
8186.2
Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.
264.89
-
92.4
S/W. No. 10 - Pressure sand filter Designing {aesthetically}, providing and constructing high rate pressure Water Treatment Plant Pressure Sand Filter, Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti- termite treatment to entire structure below ground level, mechanical and electrical components of various sub-works as given below, including necessary hydraulic testing, structural testing and trial run for 3 months, etc. complete as directed by Engineer-in- charge (turnkey job) works.
Flow Rate -1000 Liter per Hour
1
-
937500
Sub Work No.11: - Filter House
Excavation for pipe trenches in in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond area and lifts as below and stacking and preading as directed, dewatering, shoring and struting preapering the bed for foundation excluding back filling etc. complete.
16.66
-
165
Providing and laying in situ 1:3:6 (M-150) grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete
1.81
-
6824.4
Providing and casting in situ c.c .of trap/ granite / quartzite / gneiss metal of approved quality for RCC work in foundation like raft , grillage , strip , foundation and footing of R.C.C. columns and steel stanchious including normal dewatering ,centering ,form work, compacting ,finishing the formed surfaces, with CM 1:3 if sufficient minimum thickness if special finish is to be provided and curing ,etc. complete .
For RCC –M -200 ,
2.65
-
7318.3
Filling in plinth and floors /trenches murum bedding with approved murum from excavated materials from foundation in 15cm to 20cm layers including watering and compaction complete .
14.4
-
92.4
Providing and laying cement concrete flooring 40mm thick with M150 cement concrete laid to proper level and slope in alternative bays including compaction,filling joints,making lines to give the appearance of tiles of 30cm x 30 cm or other sizelaid diogonally/square etc.finishing smooth (with extra cement) in any colour as directed and curing etc.complete. with crushed sand
24
-
543.4
Providing II nd class B.B. masonry with conventional bricks in cm 1:6 in foundation and plinth of inner walls /external walls including normal dewatering .striking joints on unexposed faces ,racking out joints on exposed faces and watering etc. complete.
14.62
-
8530.5
Providing and casting in situ c.c .of trap/ granite / quartzite / gneiss metal of approved quality for RCC work as pert detailed drawing and designs or as directed by Engineer –in charge including normal dewatering ,centering ,form work, compacting ,finishing the formed surfaces, with CM 1:3 if sufficient minimum thickness if special finish is to be provided and curing ,etc. complete .
A) For RCC –M -200 , For columns
2.75
-
9696.5
B) For –M -200 , For R.C.C. Beam
4.6
-
9541.4
C) FOR Chajja
0.36
-
10200.3
D) Slab
3.6
-
10244.3
Providing and fabricating steel bar reinforcement in position of various diameter for RCC piles, canopies , staircases , newels , chajjajs , lintels , pardies , copings , staircases , as per drawings and schedules ,including cutting ,bending ,hooking the bar ,binding with wires or tack welding and supporting as required etc. complete .
Tor steel
0.93
-
106926.6
Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete.
104.87
-
619.3
Providing internal cement plaster 20mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing complete. 20mm thick in cm 1:3
105
-
432.3
Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks withrectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. with colour Anodising without box
7.2
-
5734.3
Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lockplate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 6248-1979) (Without mechanical gear)
4.32
-
5311.9
Providing and applying water proof cement paint of approved make and of approved colour to the plastered surfaces including scaffolding if necessary and preparing the surfaces ,curing etc. complete .
201.02
-
81.4
Sub Work- No.12- Rising main 10 KG Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete.
80.5
-
165
Excavation for foundation / pipe trenches in hard murum and boulders,W.B.M.road including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete.,
161
-
211.2
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M
241.5
-
629.2
Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 M from the area and lifts as below, normal dewatering, excluding back filling etc complete.
322
-
830.5
Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.
120.75
-
92.4
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 10786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete. 90 MM DIA 10 KG / SQCM HDPE PIPE
1150
-
389
Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. Complete as per IS-1239/2004.
80 mm dia GI Pipe Medium
2
-
551
Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. Complete as per IS-1239/2004.
100 mm dia GI Pipe Medium
24
-
785
Providing double flange sluice valve confirming for IS-
14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading,stacking excluding GST levied by GOI & GOM in all respect etc. complete. 80 mm dia PN 1
2
-
5132
Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 80 mm Non Return Valve PN-1
2
-
4092
Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete. 50 mm dia Pressure Relief valves Type - PN - 1
4
-
6707
Providing and supplying Air Valves as per IS- 14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, 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 insurance,third party inspection charges, loading, unloading,transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 25 mm Dia. PN - 1 Single ball
4
-
1054
Lowering, Laying and Jointing H. D. P. E. pipes by heating to the ends of pipes with the help of tefflon coated electric mirror / heater to the required temparature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. The pressing may be required to be done with Jacks/ Hydraulic Jacks/Butt fusion machine etc. complete with all materials labours as directed by Engineer - in - charge. with satisfactory hydraullic testing etc omplete.
90 MM DIA 10 KG / SQCM HDPE PIPE
1150
-
81.88
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge with satisfactory hydraullic testing 80 mm dia GI Pipe Medium
24
-
156.9
Lowering, laying and jointing in position following C.I. D/F Reflux vales, Buttefly valves and sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves) 80 mm dia .
4
-
1911
Lowering, laying and fixing in proper aligement and position all types of C.I. Air Valves as directed by engg.in charge including cost of conveyance from stores site of work cost of material and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves). Type - PN - 1 25 mm dia.Single Ball
4
-
239.8
Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including all cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.). 50 mm dia.
1
-
421.3
Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.
676.94
-
92.4
Providing and supplying ISI standard MS specials of
required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make)from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.
50
-
104.5
Providing and supply of electro fusion Fitting in accordance with BS EN 12201 Part 3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 virgin ploymer and compatible with PE 80/PE100 pipes in pressure rating SDR 11 With min PN 12.5 rated for water application and shall be inclusive all cost such as testing,inspection charges, transportation to stores / site, transmit insurance loading unloading and stacking, excluding GST leived by GOI & GOM in all respect etc. complete.
Couplers 90 mm Dia
20
-
415
Elbow 90 mm Dia 45 deg
2
-
590
Sub Work No. 13 :-Distribution System
Material Section
Providing and supplying in standard lengths IS mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no.4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departemental stores/ site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc complete (Selfit type to be jointed with cement solvent). working pressure 4 Kg./Sqcm..
PVC 90/4
1290
-
160
PVC 75/4
1820
-
115
Providing, erecting, connecting double flanges short body pattern type manually operated Butterfly valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings excluding C.C. foundation/ structural steel support confirming to IS 13095-1991 Sluice valves - PN - 1.
80 mm CIDF Sluice Valve
4
-
5132
65 mm CIDF Sluice Valve
5
-
4966
Providing,lowering, laying and jointing G I pipes of following class and diameter in proper position grade including conveyance to site material labour giving satisfactory hydraulic test etc complete 80 G.I. Medium Class
18
-
551
Labour section
Excavation for pipe trenches in earth soils of all types, sand gravel and soft murum including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling etc. complete.
217.7
-
165
Excavation for pipe trenches in hard murum and boulders ,W.B.M. road including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed watering showering and starting preparing bed for foundation excluding backfilling etc. complete.
435.4
-
211.2
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M
653.1
-
629.2
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.
870.8
-
1118.7
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction complete
326.55
-
92.4
Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (With cement solvent joint / ring fit joint). working Pressure 4 Kg/Sqcm.
PVC 90 / 4
1290
-
34.1
PVC 75/4
1820
-
27.5
Lowering, laying and jointing G I pipes of following class and diameter in proper position grade including conveyance to site material labour giving satisfactory hydraulic test etc complete 80 G.I. Medium Class
18
-
129.8
Lowering, laying and jointing in position following C.I. D/F Reflux vales, Buttefly valves and sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves).
80 mm CIDF Sluice Valve
4
-
1911.8
65mm CIDF Sluice Valve
10
-
1376.1
Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.
100 x 225 mm
14
-
1698.4
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete.
1834
-
92.4
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)
168
-
6824.4
Providing and fixing road junction /information sign boards of size 1.80 x 1.20 m prepared 16 guage M.S.sheet on frame of size 40 x 40 x5 mm with cross bracing of size 35 x 35 x 5 mm inciuding painting with one coat of zinc cromate stoving primer and two side gray stove enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrow, coated with non peable crystal clear protective transperent coat retaining 100 % reflection including two angle iron post of size 65 x 65 x 6 mm of 3.65 m. long inflated at bottom drilled on top and painted in whiteand black bands of 30 cm with 4 no. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes conveying, fixing in ground with cement conrete 1: 4: 8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer - in charges etc. complete Mild steel Board with Engineerring Grade
1
-
21223.4
Subwork No 14 :- RUNNING THE SCHEME (FOR ONE MONTH)
Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.
Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.
a) For single village ( One Month ).
1
-
28868.4
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