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

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Jan 2022
Closing Date14 Jan 2022
Tender Amount₹ 73,53,248 
Notes
Download

Costs

Description

Unlock the Tender details for free
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

Unlock the Tender details for free
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

BOQ Items

... More
DO_NOT_SHOW

-

-

-

View all details for FREE
... More
Item No 2:- Providing erecting and commissioning testing of floor mounting type L.T.Panel Board ( Skeleton type) box type as per detailed specification)

-

-

-

... More
1) For 15.00 H.P Pump

1

-

39997

... More
Item No 3:- Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete.

-

-

-

... More
150 mm Dia PN 1

2

-

10251

... More
Item No 4:- Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1.0 , 65 mm.

-

-

-

... More
150 mm Dia PN 1

2

-

9876

... More
Item No. 5 :-Supplying and erecting G.I. Pipe "B" class in position for suction, delivry for centrifugal pump, vacuum pump and drop pipe for submersible pump including plumbing with socket/Double flange and necessary material 100 MM dia G.I Pipe As per rate anlysis

-

-

-

... More
150 MM dia G.I Pipe

60

-

1415.4

... More
Item No.6 :-Providing and making flanged joints to flanged C.I. /M.S pipes of all classes/ specials etc. including cost of all jointing materials ( rubber packing, nut bolts, etc.) labour, hydraulic testing etc. complete.

-

-

-

... More
150 mm Dia

50

-

1001

... More
Item No. 7 :Providing, fabricating, laying at site of work M.S. pipes and specials from M.S. Plate of thickness 6 mm and above as per I.S. 3589 - 1981 including preparing ends suitably machined and finished having required strength to with stand internal pressure, with giving suitable protection by inside and out side coating of epoxy paint as per relevant IS, including required cutting and welding,etc complete.

151

-

104.5

... More
Item No. 8 :Providing, installing and commissioning with test & trial pressure gauge arrangement having range about 32 Kg/cm² with syphon tube etc.complete.100mm dia

1

-

759

... More
Item No. 9 :Supplying, erecting & terminating XLPE armoured cable 3 core 4 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

-

-

-

... More
1) 43Core 4 Sqmm -

60

-

225.5

... More
1) 4 Core 16 Sqmm -

10

-

734

... More
Item No. 10 - :Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP

-

-

-

... More
Erathing with chamber

1

-

4326.3

... More
G.I Erath Strip

50

-

191

... More
Item No. 11 - :Providing erecting triple spur gear type Chain Pulley Block suitable for capacity 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 carrying ISI mak. 1 Ton capacity(MJP D.S.R.(ELEC)I No LF1-1 for 2019-20)

1

-

11604

... More
Item No. 12 - :Providing set of tools as per detailed specification etc compete.

1

-

10000

... More
" SUB WORK 02 - RISING MAIN "

-

-

-

... More
Item No. 1 :- Excavation for foundation/ pipe trenches soil in all types,including removing the excavated material upto a distance of 50 meters and lift as below,stacking and spreading as directed normal dewatering, perparing the bed for foundation and excluding back filling, etc.complete.

375

-

165

... More
Item No. 2 :- Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M 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

750

-

187

... More
Item No. 3 :-Excavation for foundation / pipe trenches in soft rock , 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. Lift 0 to 1.5 M

375

-

629.2

... More
Item No. 4 :-Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling,wediging line drilling by mechanical mans or by all means other than 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. Lift 0 to 1.5 M

375

-

1118.7

... More
Item No 5:- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20 cm layers including watering and compaction complete.

281.25

-

92.4

... More
'Item No 6 :- Providing supplying ISI mark G.I Medium class pipe of following class and diameter including all taxes etc complete(IS:8329-2000 lastest version ).with ED

-

-

-

... More
150 mm Dia GI B class

100

-

1257

... More
Item No. 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, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.

-

-

-

... More
150 mm Dia GI B class

100

-

158.4

... More
Item No. 8 :Welding in all positions with required number of runs for M.S pipes internally and / or externally including gauging whereever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification.6 mm

3.15

-

823.9

... More
Item No. 9 :Providing, fabricating, laying at site of work M.S. pipes and specials from M.S. Plate of thickness 6 mm and above as per I.S. 3589 - 1981 including preparing ends suitably machined and finished having required strength to with stand internal pressure, with giving suitable protection by inside and out side coating of epoxy paint as per relevant IS, including required cutting and welding,etc complete.

165

-

104.5

... More
Item No 10 :-Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with rubber ring joints including cost of rubber ring, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges,' inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains it, etc. complete

-

-

-

... More
140 mm Dia 6Kg/cm2

2500

-

494

... More
Item No 11:-Providing and supplying in standard GI/P.V.C Specials as per requirement

1

-

20000

... More
Item NO 12 :-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).

-

-

-

... More
140 mm Dia 6Kg/cm2

2500

-

58.3

... More
Item No.13 :-Providing and making flanged joints to flanged C.I. /M.S pipes of all classes/ specials etc. including cost of all jointing materials ( rubber packing, nut bolts, etc.) labour, hydraulic testing etc. complete.

-

-

-

... More
150 mm Dia

2

-

1001

... More
Item No14:-Providing and supplying ,L&L, jointing ISI mark C.I sluice valves of following dia including all taxes(central and,local ) insurance railway freight, unloading from railway wagon, loading into trucks transporting to departmental site,unloading, stacking,including cost of all labour , jointing material including nut bolts and giving satisfactory hydraulic testing etc,complete

-

-

-

... More
Air Valve 25 mm Dia

8

-

1054

... More
Sluice Valve 150 mm Dia

2

-

10251

... More
Item No15:- Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).

-

-

-

... More
Air Valve 25 mm Dia

8

-

239.8

... More
Sluice Valve 150 mm Dia

2

-

3927

... More
Item No16 :-Hydraulic testing of 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 underthis item shall also include cost of retesting, if necessary and reinstating to original position.

-

-

-

... More
150 mm Dia GI B class

0.1

-

17736.4

... More
140 mm Dia 6Kg/cm2

2.5

-

6822.2

... More
Item No. 17 :-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 tee, etc.complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.)

-

-

-

... More
Air Valve 25 mm Dia

10

-

6135.8

... More
Item No 18 :-Providing and constructing B.B.masonry valve chamber with RCCcovers (S.F.R.C frame and cover) with 15 cm thick 1:3:6 propotion PCC beding , excluding excavation, B.B.masonary in CM 1:5 propotion. S.F.R.C frame and cover, etc.complete as directed by Engineer-in -charge.09x0.45x1.20m internal size (090x060)

-

-

-

... More
A) 0.90 X 0.60

2

-

11686.4

... More
ItemNo.19: -Providing and laying in situ cement concrete following grades of C C of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water manually, form work, compacting and curing, finishing, etc complete

-

-

-

... More
a) P.C.C 1:2:4

3.01

-

6204

... More
Item No. 20 :-Refilling the trenches with available excavated stuff with soft matertial first over pipe line and then hard material in15 cm layers with all leads and lifts including consolidation, surcharging, etc.complete

1563.62

-

92.4

... More
Item No 21. Providing ISI Standard RCC Pipes in Standard Lengths of Following class and Diameter Suitable for either collor Joints or rubber ring Joints or rubber ring joints excluding GST leived by GOI GOM in all respect including inspection charges transport to departmental stores unloading and stacking etc.complete.

-

-

-

... More
A) Class NP II ( For 2.00 m Length )

-

-

-

... More
i) 300 mm Dia

40

-

510

... More
Item No 22. Lowering Laying and Jointing in Proper grade and alignment RCC Pipes with collor joints in CM 1:1 proportion or socketted RCC Pipes with rubber joint etc.complete.

-

-

-

... More
i) 300 mm Dia

40

-

224.4

... More
" SUB WORK NO 03 - RCC ESR "

-

-

-

... More
Item No1:- RCC ESR Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement . Note : 1. The design of the structure be in accordance with rele vant ( I.S. 3370 - 1965 or revised.) 2. The design shall satisfy the stipulations as per IS 1893 -1984 and I.S. 13920 / 1993 for seismic force and I. S.-11682/1985 for R.C.C. staging of overhead tanks. 3. For design having more than 6 columns, provision of in ternal bracing is obligatory.External bracing is also obligatary. 4. The entire structure shall be in M-250 mix only. 5. Plain round mild steel bars grade - I confirming to I.S. 432 part-I or high yield strength deformed bars confirming to I.S. 1786 or I. S. 1139 shall be used, grade-II mild steel bars will not be allowed. 6. Irrespective of the type of foundation proposed inthe design, one set of bracing be provided at the ground level.

-

-

-

... More
of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge

-

-

-

... More
Note :

-

-

-

... More
1. The design of the structure be in accordance with rele vant ( I.S. 3370 - 1965 or revised.) 2. The design shall satisfy the stipulations as per IS 1893 -1984 and I.S. 13920 / 1993 for seismic force and I. S.-11682/1985 for R.C.C. staging of overhead tanks. 3. For design having more than 6 columns, provision of in ternal bracing is obligatory.External bracing is also obligatary. 4. The entire structure shall be in M-250 mix only. 5. Plain round mild steel bars grade - I confirming to I.S. 432 part-I or high yield strength deformed bars confirming to I.S. 1786 or I. S. 1139 shall be used, grade-II mild steel bars will not be allowed. 6. Irrespective of the type of foundation proposed inthe design, one set of bracing be provided at the ground level.

-

-

-

... More
7)' These rates include providing M.S. ladder for E.S.R’s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity. 8) Stagging shall have to be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 9) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition. 10) All conditions given in the Member Secretary’s Circular No.MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-1/350/2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.

-

-

-

... More
11) 75% part rate shall be payable for reinforcement cocrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness in given; and till that work shall be treated as incomplete. 12) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout,overflow and by-pass arrangement. The scope of work, however and includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column. 13) For ESR upto 500 cum capacity C.I. Double flanged pipe upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I. /M.S. pipe assembly with minimum 8 m.m. thick ness up to 500 mm dia. and minimum 10 mm. thickness above 500 mm.dia can be used with proper anti-corro sive epoxy teratment from inside and outside. 14) Below mentioned rates are for foundations, with individual footing with bearing capacity of 20 tonnes per square metre. For raft

-

-

-

... More
foundations, these rates shall be increased by.7.5% Where safe bearing capacity (SBC) is 5 M.T. per sqm and by 5% where SBC is more than 5 MT/ sqm and upto 10 MT /Sqm. This % of 5% or 7.5 % is applicable for estimation of amount of L.S. item of ESR. For Extra Item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevent DSR Item. 15. The rate shall be increased by 30% for bearing piles upto depth of 10 m & for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible for pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR. 16. The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below. 12 to 16 M staging - 2% per metre 16 to 20 M staging - 3% per metre

-

-

-

... More
20 M and above - 4% per metre For 17 M Staging height percentage calculation will be like below. 12 to 16 M --- 4 X 2 = 8 % 16 X 17 M --- 1 X 3 = 3 % Total = 11 % For 21 M Staging height percentage calculation will be like below. 12 to 16 M --- 4 X 2 = 8 % 16 X 20 M --- 4 X 3 = 12 % 20 X 21 M --- 1 X 4 = 4 % Total = 24 %

-

-

-

... More
17. Following rates are for seismic zone-III For zone-IV, these rates shall be increased by 5% and for zone - II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seis mic maps attached in this C.S.R.)

-

-

-

... More
Note : 1) Conditions from Sr. No. 1 to 11 of form a part and parcel of the tender shall be included in the draft tender papers for works of R.C.C.E.S.R. 2) Conditions from Sr. No.12to17 are for estimation purpose only and shall not be appear in the tender.

-

-

-

... More
Capacity 100000 liters Total Amount Rs 1676925.00 Deduct 6% for staging height 9m=100615.50 Add 10% H A Add 5% Semi Zone Total amount

1

-

1812755.98

... More
Item No.2 :--Providing and supplying ISI mark GI pipes having embossed ISI Mark of following class and diameter including all taxes(Central and local) railway freight,insurance,unloading from railway wagon,loading into trucks,transport to departmental stores/site,unloading stacking etc. complete

-

-

-

... More
150mm GI Pipe

60

-

1257

... More
Item No3:-Providing and supplying ISI mark C.I D/F valves of following dia including all taxes(central and,local ) insurance railway freight, unloading from railway wagon, loading into trucks transporting to departmental site,unloading, stacking,include

-

-

-

... More
150 mm Dia Sluce Valve PN-1

2

-

10251

... More
" SUB WORK NO 04 -Distribution System "

-

-

-

... More
Item No. 1 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)

777.61

-

165

... More
Item No. 2 :- Excavation for foundation/ pipe trenches hard murum, and boulders WBM roads ,including removing the excavated material upto a distance of 50 meters and lift as below,stacking and spreading as directed normal dewatering, perparing the bed for foundation and excluding back filling, etc.complete.

777.6

-

187

... More
Item No. 3 :-Excavation for foundation / pipe trenches in soft rock 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. Lift 0 to 1.5 M

518.4

-

629.2

... More
Item No.4 :-Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than 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. Lift 0 to 1.5 M

518.4

-

1118.7

... More
Item No 5:- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20 cm layers including watering and compaction complete.

432

-

92.4

... More
Item No. 6 :-Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete

-

-

-

... More
1) 100 mm dia G.I Pipe Medium class

40

-

785

... More
1) 80 mm dia G.I Pipe Medium class

30

-

551

... More
1) 65 mm dia G.I Pipe Medium class

40

-

419

... More
1) 50 mm dia G.I Pipe Medium class

40

-

330

... More
Item No. 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, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.

-

-

-

... More
1) 100 mm dia G.I Pipe Medium class

40

-

141.9

... More
1) 80 mm dia G.I Pipe Medium class

30

-

129.8

... More
1) 65 mm dia G.I Pipe Medium class

40

-

115.5

... More
1) 50 mm dia G.I Pipe Medium class

40

-

79.2

... More
Item No 8 :-Providing and supplying in standard GI/P.V.C Specials as per requirement

1

-

16274

... More
Item No 9 :-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 including all local and central taxes, transportation, freight charges,' inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent).

-

-

-

... More
1)110mm dia P.V.C Pipe 4Kg/Cm²

500

-

199

... More
2)90mm dia P.V.C Pipe 4Kg/Cm²

1000

-

146

... More
3)75mm dia P.V.C Pipe 4Kg/Cm²

1340

-

105

... More
4)63mm dia P.V.C Pipe 4Kg/Cm²

1000

-

74

... More
Item NO 10 :-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).

-

-

-

... More
1)110mm dia P.V.C Pipe 4Kg/Cm²

500

-

38.5

... More
2)90mm dia P.V.C Pipe 4Kg/Cm²

1000

-

34.1

... More
3)75mm dia P.V.C Pipe 4Kg/Cm²

1340

-

27.5

... More
4)63mm dia P.V.C Pipe 4Kg/Cm²

1000

-

22

... More
Item No11:-Hydraulic testing of 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.

-

-

-

... More
PVC pipe

-

-

-

... More
1)110mm dia P.V.C Pipe 4Kg/Cm²

0.5

-

4093.1

... More
2)90mm dia P.V.C Pipe 4Kg/Cm²

1

-

4093.1

... More
3)75mm dia P.V.C Pipe 4Kg/Cm²

1.34

-

2729.1

... More
4)63mm dia P.V.C Pipe 4Kg/Cm²

1

-

2729.1

... More
G.I. pipe

-

-

-

... More
1) 100 mm dia G.I Pipe Medium class

0.04

-

15007.3

... More
1) 80 mm dia G.I Pipe Medium class

0.03

-

13643.3

... More
1) 65 mm dia G.I Pipe Medium class

0.04

-

12279.3

... More
1) 50 mm dia G.I Pipe Medium class

0.04

-

8186.2

... More
Item No12:-Providing and supplying ,L&L, jointing ISI mark C.I sluice valves of following dia including all taxes(central and,local ) insurance railway freight, unloading from railway wagon, loading into trucks transporting to departmental site,unloading, stacking,including cost of all labour , jointing material including nut bolts and giving satisfactory hydraulic testing etc,complete

-

-

-

... More
1)100mm C.I.Sluice valve PN-1

4

-

6835

... More
2)80mm C.I.Sluice valve PN-1

3

-

5132

... More
3)65mm C.I.Sluice valve PN-1

3

-

4966

... More
Item No13 :-Lowering,laying and jointing in position following C.I. D/F Reflux valves,Butterfly valves and sluice valve including cost of all labour jointing materials,including nut bolts and giving satisfactory hydraulic testing etc.

-

-

-

... More
1)100mm C.I.Sluice valve PN-1

4

-

2499.2

... More
2)80mm C.I.Sluice valve PN-2

3

-

1911.8

... More
3)65mm C.I.Sluice valve PN-3

3

-

1376.1

... More
Item No. 14 :-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. 225 mm x 300 mm (40 kg)

10

-

3347.3

... More
Item No.15:-Refilling the trenches with available excavated stuff with soft matertial first over pipe line and then hard material in15 cm layers with all leads and lifts including consolidation, surcharging, etc.complete

2139.19

-

92.4

... More
" SUB WORK NO 04 -Miscellenious"

-

-

-

... More
Item No 1 :-Commissioning, running and maintaing the scheme to quantities rated capacity, including manning necessary personnel such as operator, valveman etc as per requirement of the scheme and who should aslo administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personal 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.

-

-

-

... More
a) For single village ( One Months)

1

-

28868.4

... More
Item No 2 :- 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 1.20m x 0.90m size made out 18 gauge (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 back side and border / messages / symbols etc. complete.Spec. No. As directed by Engineer in Charge

1

-

10212.4



Evaluation Notes How It Works ?

Potential Partner

Select Your Requirements
Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.