Rural Development Department Tender
Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date10 Nov 2022
Closing Date17 Nov 2022
Tender Amount₹ 30,10,395
Costs
EMD
₹ 30,104Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_KOLHA_841904_2Bid Award Id
ViewTender No
581Tender 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
Documents
BOQ Items
Lowering, laying and jointing GI pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, giving satisfactory hydraulic test etc. complete.
80 mm dia. GI medium class
20
-
129.8
Hydraulic testing of G. I. pipe line to specifiedpressure including cost of all materials and labour and water for testing for the length upto 1km usingreciprocating 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 medium class
20
-
13.65
Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia i unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) -
For Non Return Valve
80 mm dia. PN-1 Without Byepass
1
-
4092
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. complete.
80 mm dia CIDF Sluice valve
1
-
5132
Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly 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.)
For Non Return Valve
80 mm dia. PN-1 Without Byepass
1
-
1911.8
Sluice valves
80 mm dia CIDF Sluice valve
1
-
1911.8
Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves.
For Non Return Valve
80 mm dia. PN-1 Without Byepass
1
-
213.4
Sluice valves
80 mm dia CIDF Sluice valve
1
-
213.4
Supplying and erecting following items ,including all taxes i.e. local and central , transporting ,louding ,unloading etc. complete. …
1)75 mm dia GI bend
3
-
381.18
2) 75 mm dia GI Tee.
2
-
582.12
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.
100
-
143.82
Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark. 2 Tonne Capacity
1
-
16956.9
For labour charges for internal wiring of panels including all material add as below
6 TO 10 HP Twin Set Panel
1
-
3045.72
Supplying and erecting panel board ,including following things 1) Triple pole metal clad switch and fuse 2) 3) Delta starter etc.complete
1
-
9303.18
Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main
Pressure gauge (100 mm dia)
1
-
899.88
Giving test and trial of all components of pumping machinary for one month
1
-
2000
Sub Work No 2 - Rising Main
Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).
PVC 110 mm - 10Kg/sq.cm
510
-
682
PVC 110 mm - 6 Kg/sq.cm
100
-
400
Providing ISI mark GI pipes of following class and dia. Including all local and central taxes , octroi, third party inspection charges, transportation to stores , etc. complete.
100 mm dia. GI medium class
12
-
785
Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia i unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)
For Non Return Valve
100 mm dia. PN-1 Without Byepass
1
-
5713
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.
100 mm dia CIDF Sluice valve
2
-
6835
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 Pressure Relif valve- PN-1
1
-
6707
Providing and supplying Air Valves as per IS-14845 / 2000 and MJP's standard specifications of approved make and quality of following diameters including all taxes (Central and Local), railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / site,unloading and stacking etc. complete. 25 mm dia. Singl Ball flanged type PN-1-
3
-
1054
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.
Lift 0 to 1.5 M
85.4
-
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 dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.
Lift 0 to 1.5 M
128.1
-
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)
Lift 0 to 1.5 M
128.1
-
629.2
Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259).
Lift 0 to 1.5 M
78.4
-
830.5
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.
7
-
1118.7
Filling in plinth and floors / trenches with excavated murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete.
64.05
-
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, as per IS code, etc. complete (with cement solvent joint / ring fit joint).
110-mm PVC 10 kg/sq.cm.
510
-
49.5
110-mm PVC 6 kg/sq.cm.
100
-
49.5
Hydraulic testing of PVC 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,etc. complete. 110-mm PVC 10 kg/sq.cm.
510
-
5.46
110-mm PVC 6 kg/sq.cm.
100
-
5.46
Lowering, laying and jointing GI pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, giving satisfactory hydraulic test etc. complete.
100 mm dia. GI medium class
12
-
141.9
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.
100 mm dia. GI medium class
12
-
15.01
Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly 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.)
For Non Return Valve
100 mm dia. PN-1 Without Byepass
1
-
2499.2
Sluice valves
100 mm dia CIDF Sluice valve
2
-
2499.2
Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves.
For Non Return Valve
100 mm dia. PN-1 Without Byepass
1
-
277.2
Sluice valves
100 mm dia CIDF Sluice valve
2
-
277.2
Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including 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 Pressure Relif valve- PN-1
1
-
421.3
Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) Foundation on Murun and Harder Strata.
UPTO 150 mm dia
3
-
6135.8
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.
Net Refilling
357.14
-
92.4
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer incharge.
Note: Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M )
Valve Chamber with Precast R.C.C. covers.
size 0.9mx0.6mx1.2m
2
-
11686.4
Providing and laying in situ M-15 grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete.
M-15 for road crossing
2
-
6824.4
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 inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.
For Road Crossings-150 mm NP-II Class
10
-
262
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.
For Road Crossings-150 mm NP-II Class
10
-
106.7
Sub Work No 03 - Pressure Sand Filter
Designing (aesthetically), providing and constructing high rate Pressure Water Treatment Plant , 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 mechanical and electrical components of various sub-works asgiven below, including necessary hydraulic testing, structural testing and trial run for 1 months, etc. complete as directed by Engineer-in-charge (turnkey job) works.
Capacity - 10000 lit / Hr
1
-
937500
Sub Work No 04 - 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.
16.67
-
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. For PCC –M -150 ,
1.82
-
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 , Foundation
2.66
-
8049.8
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.
24
-
506
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.
15.3
-
8077.3
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
2.84
-
9696.5
B) For –M -200 , For R.C.C. Beam
3.96
-
9541.4
c) For RCC –M -200 , Lintel & Chajja,& Slab
4.62
-
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
0.98
-
106926.6
Providing rough cast cement plaster externally 20mm thick intwo coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing complete.
108.15
-
584.1
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
108.48
-
413.6
Providing and fixing steel frame of angle 50 x 50 x 6 mm size for window with 16 mm with mild steel bars horizontally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portionremaining portion with M.S.flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc.complete.
7.2
-
3008.5
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
-
6166.6
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
-
4741
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 .
207.9
-
80.3
Sub Work No 05- Distribution System
Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM charges, loading, unloading, conveyance to the departmental stores 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 (selffit type to be jointed with cement solvent).
90 mm dia. PVC 4kg/sqcm
150
-
197
75 mm dia. PVC 4kg/sqcm
600
-
142
Providing ISI mark GI pipes of following class and dia. Including all local and central taxes , octroi, third party inspection charges, transportation to stores , etc. complete.
80 mm dia. GI medium class
12
-
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 dia CIDF Sluice valve
2
-
5132
65 mm dia CIDF Sluice valve
4
-
4966
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc . complete. 0.0 to 1.50.
105
-
165
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters 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 back filling etc. complete.
157.5
-
211.2
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters 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 back filling etc. complete.
157.5
-
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.
105
-
1118.7
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
78.75
-
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, as per IS code, etc. complete (with cement solvent joint / ring fit joint).
90 mm dia. PVC 4kg/sqcm
150
-
34.1
75 mm dia. PVC 4kg/sqcm
600
-
27.5
Hydraulic testing of PVC 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 dia. PVC 4kg/sqcm
150
-
4.1
75 mm dia. PVC 4kg/sqcm
600
-
2.73
Lowering, laying and jointing GI pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, giving satisfactory hydraulic test etc. complete.
80 mm dia. GI medium class
12
-
129.8
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 usingreciprocating 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 itemshall also include cost of retesting if necessary and reinstating to original postion.
80 mm dia. GI medium class
12
-
13.65
Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc cvertical position as directed by Engineer-in-charge .
80 mm dia CIDF Sluice valve
2
-
1911.8
65 mm dia CIDF Sluice valve
4
-
1376.1
Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves.
80 mm dia CIDF Sluice valve
2
-
213.4
65 mm dia CIDF Sluice valve
4
-
154
Providing and fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavattion fixing in murum packing etc. complete. 100 MM X 225 MM (20 KG/ NO)
6
-
1698.4
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45 X 90 cm
1
-
7254.5
Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with consolidation surcharging etc complete.
442.65
-
92.4
Providing and laying in situ M-15 grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete..
M15 For Patch Work of Concrete Road
2
-
6824.4
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 inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.
For Road Crossings-150 mm NP-II Class
30
-
262
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.
For Road Crossings-150 mm NP-II Class
30
-
106.7
Sub Work No 06 - Trai Run
Commissioning running, maintaining & necessary repairs of the scheme including engaging 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 years for regional scheme, together with training of personnel spared by MJP / M.C as directed by Engineer-in-charge. Trial period shall be one year with principle Gravity Main, Pure Water Gravity Main from MBR to different ESRs, Distribution System etc (for one years) with Raw water P/M, Raw water R/M, WTP including supply of pure drinking water to the consumers, etc complete as directed for one year.
1
-
28868.4
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements