Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date23 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 4,14,60,735
Costs
EMD
₹ 4,14,607Document Cost
₹ 11,800Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_RAIGA_1128930_1Tender No
RAIGAD/RWSS/62/2024-25Tender 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
... More
ItemNo3:-
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 PN -1 (Without by pass)
Sluice valves 300 mm Dia
1
23231
23231
... More
ItemNo4:-
Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.Air Valve Single Ball Flanged / Screwed
Type - PN -1
Air valves 32 mm Dia
2
1365
2730
... More
ItemNo5:-
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.
Earth Soils
306.12
165
50509.8
... More
ItemNo6:-
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.
HMB
183.96
211
38852.35
... More
ItemNo7:-
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-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
Soft Rock
274.5
629
172715.4
... More
ItemNo8:-
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, 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. omplete by all means.
Hard Rock
296.4
1118
331582.68
... More
ItemNo9:-
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
136.62
92
12623.69
... More
ItemNo10:-
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
180 mm Dia HDPE Pipe 8Kg/sqcm (Note:- Due to previously paid amount giving adding remaining 15%)
432
19
8268.48
... More
180 mm Dia HDPE Pipe 8Kg/sqcm
868
127
110756.8
... More
ItemNo11:-
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.)
Sluice Valve 300 mm Dia
1
4085
4085.4
... More
ItemNo12:-
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)
Air valves 20 mm Dia
2
265
530.2
... More
ItemNo13:-
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 M150 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.)
Foundation on Murum and Harder Strata.
upto 150mm
2
6135
12271.6
... More
ItemNo14:-
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)
A) 1:2:4 (M-150) grade for encasing
24.47
6824
166993.07
... More
ItemNo15:-
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover.
1
11686
11686.4
... More
ItemNo16:-
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
877.82
92
81110.57
... More
ItemNo17:-
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.
63 mm Dia HDPE Pipe 8Kg/sqcm
1.3
13643
17736.29
... More
SUBWORK 2 :- Gravity main
ItemNo1:-
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.
Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form
140 mm Dia HDPE Pipe 8Kg/sqcm (Note:- Due to previously paid amount giving adding remaining 40%)
2500
308
770000
... More
ItemNo2:- of cost of Pipe shall be considered as cost of PVC/HDPE specials for estimate purpose only
1
96250
96250
... More
ItemNo3:-
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 PN -1 (Without by pass)
Sluice valves 300 mm Dia
2
13493
26986
... More
ItemNo4:-
Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.Air Valve Single Ball Flanged / Screwed
Type - PN -1
Air valves 32 mm Dia
3
1267
3801
... More
ItemNo5:-
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.
Earth Soils
627.9
165
103603.5
... More
ItemNo6:-
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.
HMB
369.78
211
78097.54
... More
ItemNo7:-
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-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
Soft Rock
375
629
235950
... More
ItemNo8:-
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, 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. omplete by all means.
Hard Rock
600
1118
671220
... More
ItemNo9:-
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
337.5
92
31185
... More
ItemNo10:-
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
63 mm Dia HDPE Pipe 8Kg/sqcm
2500
117
294250
... More
ItemNo11:-
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.)
Sluice Valve 300 mm Dia
2
3927
7854
... More
ItemNo12:-
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)
Air valves 20 mm Dia
3
239
719.4
... More
ItemNo13:-
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 M150 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.)
Foundation on Murum and Harder Strata.
upto 150mm
3
6135
18407.4
... More
ItemNo14:-
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)
A) 1:2:4 (M-150) grade for encasing
100.29
6824
684408.16
... More
ItemNo15:-
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover.
2
11686
23372.8
... More
ItemNo16:-
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
1886.25
92
174289.2
... More
ItemNo17:-
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.
63 mm Dia HDPE Pipe 8Kg/sqcm
2.5
13643
34108.25
... More
SUBWORK 3 :- Pro RCC Sump for Adai 229KL
ItemNo1:-
Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete,container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout,over flow and bye-pass arrangement consisting of C.I./ M.S.D/F. pipes, specials and valves of given diameters, providing and fixing accesso- ries such as Stainless Steel ladder inside andoutside, C.I. Manhole frame and cover, water top slab, B.B.masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. com- plete as per design data,criteria, obligatory requirements and detailed specifications.Antitermite treatment shall be given for under ground portion of structure.Note :
1. The designing shall be in accordance with various rel evant I.S. specification (I.S. 456/2000 (Latest edition) , I.S. 875 -
1987, I.S.3370-1965 or revised.)
2. Only M.S. 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 M.S. bars shall not be used.
3. Entire structure shall be constructed in M300 only.
4. The scope of pipe assembly work shall be upto 5 metre
beyond outside face of the wall, cost of pipes valves and
specials is not included in the rate but labour cost for laying and
jointing is included.
5. The G.S.R. / Sump above 15 lakh litres capacity shall be in
two compartment.
6. The job includes designing the structure for uplift pressure
and dewatering if required using entire execution and disposal
of surplus excavated stuff within lead of 50 metres as directed
by Engineer-in-charge. If up lifts considered in design then
these rate shall be increased by 7.5%.
7. G.S.R. outlets shall be with bell mouth of approved partern in bottom slab and cost of designing bell mouth is included in therate. Sump well includes cost of suction pit required at bottom.
8. For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300mm,M.S.pipes and specials minimum 10 mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside.
9. Cost of pump house is not included in these rates.
10. Above rates are applicable for seismic zones-2,3 and 4.
11. 75% part rate shall be payable for reinforcement,concrete and plastering items of all types of G.S.R.s. and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.
12. 10% shall be added for sump if overhead pump house is
proposed
Note : Condition from Sr. No. 1 to 11 shall form a part and
parcel of tender and must be included in the Draft tender
papers for work of R.C.C. GSRs and sump.
Upto 25000 Lit.Cost of Sump =
1
1963580
1963580
... More
For Balance 29000 lit Rate Rs.
29000
6
188210
... More
Add forMMRDA Rs.
0.1
2151790
215179
... More
Pro RCC Sump for Newali 67KL
Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete,container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout,over flow and bye-pass arrangement consisting of C.I./ M.S.D/F. pipes, specials and valves of given diameters, providing and fixing accesso- ries such as Stainless Steel ladder inside andoutside, C.I. Manhole frame and cover, water top slab, B.B.masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. com- plete as per design data,criteria, obligatory requirements and detailed specifications.Antitermite treatment shall be given for under ground portion of structure.Note :
1. The designing shall be in accordance with various rel evant I.S. specification (I.S. 456/2000 (Latest edition) , I.S. 875 -
1987, I.S.3370-1965 or revised.)
2. Only M.S. 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 M.S. bars shall not be used.
3. Entire structure shall be constructed in M300 only.
4. The scope of pipe assembly work shall be upto 5 metre
beyond outside face of the wall, cost of pipes valves and
specials is not included in the rate but labour cost for laying and
jointing is included.
5. The G.S.R. / Sump above 15 lakh litres capacity shall be in
two compartment.
6. The job includes designing the structure for uplift pressure
and dewatering if required using entire execution and disposal
of surplus excavated stuff within lead of 50 metres as directed
by Engineer-in-charge. If up lifts considered in design then
these rate shall be increased by 7.5%.
7. G.S.R. outlets shall be with bell mouth of approved partern in bottom slab and cost of designing bell mouth is included in therate. Sump well includes cost of suction pit required at bottom.
8. For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300mm,M.S.pipes and specials minimum 10 mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside.
9. Cost of pump house is not included in these rates.
10. Above rates are applicable for seismic zones-2,3 and 4.
11. 75% part rate shall be payable for reinforcement,concrete and plastering items of all types of G.S.R.s. and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.
12. 10% shall be added for sump if overhead pump house is
proposed
Note : Condition from Sr. No. 1 to 11 shall form a part and
parcel of tender and must be included in the Draft tender
papers for work of R.C.C. GSRs and sump.
Upto 25000 Lit.Cost of Sump =
1
770682
770682
... More
For balance 17000 lit Rate Rs. (9.33 Rs/Lit.)
17000
9
158610
... More
Add forMMRDA Rs.
0.1
929292
92929.2
... More
SUBWORK - 5
SWITCH ROOM (Siz- 2.50mX 2.50m) 2 No For Adai 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.
3.19
165
526.28
... 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.
3.1
187
579.63
... More
Item No 3 :-
Providing and laying in situ cement concrete in M – 15 (1:2:4) grade of trap /granite/quartzite/gneiss metal for foundation & bedding including bailing out water manually, form work compaction & curing, etc complete.
1.17
6824
7972.26
... More
Item No 4 :-
Providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and water ing etc.complete.
8.53
5527
47130.78
... More
Item No 5 :-
Providing second class Burnt Br ick masonry wi th convent ional/ I.S.type br icks in cement mor tar 1:6 in superst ructure including striking joints, raking out joints, water ing and scaffolding etc. Complete
4.92
8793
43224.49
... More
Item No 6 :-
Providing and casiting in situ CC of trap /granite/quartzite/gneiss metal of approved quality for R CC work as per detailed drawing and designs or as diredcted by Engineer – in- charge including normal dewatering, centering, fromwork,compaction, finishing the formed surface withCM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish to be provided and curing, etc complete.
0.94
10244
9637.84
... More
Item No 7 :-
Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and cur ing etc. complete.
14.83
432
6411.87
... More
Item No 8 :-
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days nd keeping the surface of the base coat
rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface
by taking out grains and curing for fourteen days scaffolding etc.complete.
18.7
702
13141.42
... More
Item No 9 :-
Filling the plinth & floors Murum bedding in trenches with approved murum from excavatyed materials form foundation 15 cm. to 20 cm. layers including watering and compaction complete.
4.98
92
460.15
... More
Item No 10 :-
Providing and laying cement concrete flooring 40 mm thick wi th M15 cement concrete laid to proper level and slope in alternate bays including compact ion, fi lling joints, marking lines to give the appearance of t i les of 30 cm x 30 cm or other size laid diagonally / square etc finishing smooth (wi th ext ra cement ) in any colour as directed and cur ing etc. complete. With Natural Sand
4.16
589
2453.68
... More
Item No 11 :-
Providing and fixing frame wi th / wi thout ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebat ing, iron holdfast of size 300mm x 40mm x5mm with oil paint ing, etc. complete
0.19
220055
42745.68
... More
Item No 12 :-
Providing and fixing Count ry cut teak wood double or single leaf panelled shut ters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detai led drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work wi th oil paint ing 3 coats complete
1.76
10531
18577.39
... More
Item No 13 :-
Providing and fixing Count ry cut teak wood windows wi th double leaf 25 mm thick planked shutters without ventilators as per detailed drawings including stainless steel fixtures and fastenings and finishingthe wood work wi th oil paint ing 3 coats etc. complete
0.54
7397
3994.65
... More
Item No 14 :-
Providing flush grooved pointing with cement mor tar 1:3 for stone masonry work including scaffolding and curing etc. complete.
6.74
200
1350.15
... More
Item No 15 :-
Providing and applying washable oil bound distemper of approved colour and shade to old/ new surfaces, in three coats including scaffolding, preparing the surface to receive the priming coat and finishing coat etc. complete.
35.83
52
1891.93
... More
Item No 16 :-
Providing and fixing locking arrangement the standered qualityof lock for pump house, etc complete
1
1000
1000
... More
Item No 17 :-
Providing and fixing in position steel bar reinforcement of various diamenters for RCC piles, caps, footing, foundation, slabs, beams, columns, canopies, staircases, newels,chjjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking he bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire)
0.09
97206
9137.36
... More
SUBWORK - 6
SWITCH ROOM (Siz- 2.50mX 2.50m) 2 No For Newali
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.
3.19
165
526.28
... 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.
3.1
187
579.63
... More
Item No 3 :-
Providing and laying in situ cement concrete in M – 15 (1:2:4) grade of trap /granite/quartzite/gneiss metal for foundation & bedding including bailing out water manually, form work compaction & curing, etc complete.
1.17
6824
7972.26
... More
Item No 4 :-
Providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and water ing etc.complete.
8.53
5527
47130.78
... More
Item No 5 :-
Providing second class Burnt Br ick masonry wi th convent ional/ I.S.type br icks in cement mor tar 1:6 in superst ructure including striking joints, raking out joints, water ing and scaffolding etc. Complete
4.92
8793
43224.49
... More
Item No 6 :-
Providing and casiting in situ CC of trap /granite/quartzite/gneiss metal of approved quality for R CC work as per detailed drawing and designs or as diredcted by Engineer – in- charge including normal dewatering, centering, fromwork,compaction, finishing the formed surface withCM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish to be provided and curing, etc complete.
0.94
10244
9637.84
... More
Item No 7 :-
Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and cur ing etc. complete.
14.83
432
6411.87
... More
Item No 8 :-
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days nd keeping the surface of the base coat
rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface
by taking out grains and curing for fourteen days scaffolding etc.complete.
18.7
702
13141.42
... More
Item No 9 :-
Filling the plinth & floors Murum bedding in trenches with approved murum from excavatyed materials form foundation 15 cm. to 20 cm. layers including watering and compaction complete.
4.98
92
460.15
... More
Item No 10 :-
Providing and laying cement concrete flooring 40 mm thick wi th M15 cement concrete laid to proper level and slope in alternate bays including compact ion, fi lling joints, marking lines to give the appearance of t i les of 30 cm x 30 cm or other size laid diagonally / square etc finishing smooth (wi th ext ra cement ) in any colour as directed and cur ing etc. complete. With Natural Sand
4.16
589
2453.68
... More
Item No 11 :-
Providing and fixing frame wi th / wi thout ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebat ing, iron holdfast of size 300mm x 40mm x5mm with oil paint ing, etc. complete
0.19
220055
42745.68
... More
Item No 12 :-
Providing and fixing Count ry cut teak wood double or single leaf panelled shut ters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detai led drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work wi th oil paint ing 3 coats complete
1.76
10531
18577.39
... More
Item No 13 :-
Providing and fixing Count ry cut teak wood windows wi th double leaf 25 mm thick planked shutters without ventilators as per detailed drawings including stainless steel fixtures and fastenings and finishingthe wood work wi th oil paint ing 3 coats etc. complete
0.54
7397
3994.65
... More
Item No 14 :-
Providing flush grooved pointing with cement mor tar 1:3 for stone masonry work including scaffolding and curing etc. complete.
6.74
200
1350.15
... More
Item No 15 :-
Providing and applying washable oil bound distemper of approved colour and shade to old/ new surfaces, in three coats including scaffolding, preparing the surface to receive the priming coat and finishing coat etc. complete.
35.83
52
1891.93
... More
Item No 16 :-
Providing and fixing locking arrangement the standered qualityof lock for pump house, etc complete
1
1000
1000
... More
Item No 17 :-
Providing and fixing in position steel bar reinforcement of various diamenters for RCC piles, caps, footing, foundation, slabs, beams, columns, canopies, staircases, newels,chjjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking he bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire)
0.09
97206
9137.36
... More
SUBWORK - 7
PUMPING MACHINERY 20.0 BHP ADAI
Item No 1 :-
Providing, erecting and giving test of submersible Monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.c. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single /double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.
Submersible monoblock Pump set (with Bronze / Stainless steel(CF8M) Impeller) Horizontal / Vertical- up to 3 stages, Discharge 11.46 lit/sec, 25 mtr head
2
66701
133403
... More
Item No. 2 :-
Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.
3 core 4 sqmm
60
312
18774
... More
Item No. 3:-
Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON - OFF push buttons, with necessary material and connected to supply, etc omplete. Starter with original sheet steel encloser. 7.5 HP & Up to 12.5 HP
2
11255
22510
... More
Item No. 4:-
Providing , installing & commissioning main control pannel board including V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete.
1
36495
36495.29
... More
Item No. 5 :-
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)
2
897
1794
... More
Item No. 6 :-
Providing tools for pumping.
1
6815
6815
... More
Item No. 7 :-
Main wiring work from M. S. E. B. cut out to the panel board 4 core x 16 sq mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable
10
212
2120
... More
Item No. 8 :-
Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP
1
1500
1500
... More
Item No. 9 :-
Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each
full length of pipe cost of which is included in
rates below.
100 mm, Medium class
20
1571
31420
... More
Item No. 10 :-
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.
100 mm, Medium class
20
158
3168
... More
Item No. 11 :-
Providing and erecting double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, ainless steel spindle, caps, including inspection harges, transportation upto departmental store, loading, stacking excluding GST levied by GOI & OM in all respect etc. complete.
100 mm dia
2
14178
28356
... More
Item No. 12 :-
Providing, supplying and erecting 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.
Reflux valves as per I.S.5312 Part I (1984)
100 mm dia
2
13803
27606
... More
Item No. 13 :-
Chain Pulley Block
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 lSI mark, 1 Tonne Capacity
1
15322
15322
... More
Item No. 14 :-
Travelling Trolley
Providing, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load
1 Tonne Capacity
1
12031
12031
... More
Item No. 15 :-
Structural Steel
Providing, installing and commissioning of track girders/ ISMB 150
Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd-C-6/277)
0.15
70017
10502.55
... More
Item No. 16 :-
Designing, Supplying, Installing, Commissioning & testing of Flow Control Valve for inlet with flow measuring, flow controlling, pressure monitering & web based with cable, PLC etc. complete
1
182951
182951
... More
3.00 HP - For existing Newali
Item No 1 :-
Providing, erecting and giving test of submersible Monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.c. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single /double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Submersible monoblock Pump set (with Bronze / Stainless steel(CF8M) Impeller) Horizontal / Vertical- up to 3 stages, Discharge 4.17 lit/sec, 27 mtr head
2
22346
44692
... More
Item No 2 :-
Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.
3 core 2.5 sqmm
60
281
16884
... More
Item No 3 :-
Supplying and erecting assembled DOL starter in provided cubical panel, with ON-OFF push buttons, no volt coil, over load element and required power and control wiring complete. Up to 7.5 HP
2
2290
4580
... More
Item No 4 :-
Providing , installing & commissioning main control pannel board including V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete.
1
32141
32141.64
... More
Item No 5 :-
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)
2
897
1794
... More
Item No 6 :-
Providing tools for pumping.
1
6815
6815
... More
Item No 7 :-
Main wiring work from M. S. E. B. cut out to the panel board 4 core x 16 sq mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable
10
212
2120
... More
Item No 8 :-
Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP
1
1500
1500
... More
Item No 9 :-
Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each
full length of pipe cost of which is included in
rates below.
65 mm dia ,Medium Class
20
1571
31420
... More
Item No 10 :-
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.
65 mm dia ,Medium Class
20
158
3168
... More
Item No 11 :-
Providing and erecting double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, ainless steel spindle, caps, including inspection harges, transportation upto departmental store, loading, stacking excluding GST levied by GOI & OM in all respect etc. complete.
150 mm Dia
2
14178
28356
... More
Item No 12 :-
Providing, supplying and erecting 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.
Reflux valves as per I.S.5312 Part I (1984)
65 mm Dia
2
13803
27606
... More
Item No 13 :-
Chain Pulley Block
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 lSI mark, 1 Tonne Capacity
1
15322
15322
... More
Item No 14 :-
Travelling Trolley
Providing, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load
1 Tonne Capacity
1
12031
12031
... More
Item No 15 :-
Structural Steel
Providing, installing and commissioning of track girders/ ISMB 150
Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd-C-6/277)
0.15
70017
10502.55
... More
10.00 BHP Newali
Item No 1 :-
Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump
Submersible monoblock Pump set (with Bronze / Stainless steel(CF8M) Impeller) Horizontal / Vertical - up to 3 stages, Discharge 0.93 lit/sec, 35 mtr head
2
48805
97611.2
... More
Item No 2 :-
Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.
3 core 2.5 sqmm
60
268
16080
... More
Item No 3 :-
Supplying and erecting assembled DOL starter in provided cubical panel, with ON-OFF push buttons, no volt coil, over load element and required power and control wiring complete. Up to 7.5 HP
2
9245
18490
... More
Item No 4 :-
Providing , installing & commissioning main control pannel board including V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete.
1
32767
32767.4
... More
Item No 5 :-
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)
2
897
1794
... More
Item No 6 :-
Providing tools for pumping.
1
6815
6815
... More
Item No 7 :-
Main wiring work from M. S. E. B. cut out to the panel board 4 core x 16 sq mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable
10
212
2120
... More
Item No 8 :-
Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP
1
1500
1500
... More
Item No 9 :-
Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each
full length of pipe cost of which is included in
rates below.
50 mm, Medium class
20
1571
31420
... More
Item No 10 :-
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.
150 mm, Medium class
20
158
3168
... More
Item No 11 :-
Providing and erecting double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, ainless steel spindle, caps, including inspection harges, transportation upto departmental store, loading, stacking excluding GST levied by GOI & OM in all respect etc. complete.
150 mm dia
2
14178
28356
... More
Item No 12 :-
Providing, supplying and erecting 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.
Reflux valves as per I.S.5312 Part I (1984)
50 mm dia
2
13803
27606
... More
Item No 13 :-
Chain Pulley Block
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 lSI mark,
1 Tonne Capacity
1
15322
15322
... More
Item No 14 :-
Travelling Trolley
Providing, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load
1 Tonne Capacity
1
12031
12031
... More
Item No 15 :-
Structural Steel
Providing, installing and commissioning of track girders/ ISMB 150
Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete.
0.15
70017
10502.55
... More
SUBWORK - 5 Rising Main
Item no 1:-
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.
Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form
75 mm Dia HDPE Pipe 8Kg/sqcm
25
208
5200
... More
180 mm Dia HDPE Pipe 8Kg/sqcm
500
1259
629500
... More
250 mm Dia HDPE Pipe 8Kg/sqcm
25
2344
58600
... More
Item no 2:- of cost of pipe shall be considered as cost of PVC/HDPE specials fpr estimate purpose only.
0.05
58600
2930
... More
Item no 3:-
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 PN -1 (Without by pass)
Sluice valves 80 mm Dia
1
5132
5132
... More
Sluice valves 250 mm Dia
1
18581
18581
... More
Sluice valves 300 mm Dia
1
28727
28727
... More
Item no 4:-
Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.Air Valve Single Ball Flanged / Screwed
Type - PN -1
Air valves 32 mm Dia
2
1054
2108
... More
Item no 5:-
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.
Earth Soil
155.13
165
25595.63
... More
Item no 6:-
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.
HBM
131.38
211
27746.4
... More
Item no 7:-
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-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Soft Rock
81
629
50965.2
... More
Item no 8:-
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, 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. omplete by all means.
Hard Rock
96.88
1118
108374.06
... More
Item no 9:-
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.
61.5
92
5682.6
... More
Item no 10:-
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
75 mm Dia HDPE Pipe 8Kg/sqcm
25
52
1320
... More
180 mm Dia HDPE Pipe 8Kg/sqcm
500
127
63800
... More
250 mm Dia HDPE Pipe 8Kg/sqcm
25
185
4647.5
... More
Item no 11:-
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.)
Sluice Valve 80 mm Dia
1
1911
1911.8
... More
Sluice Valve 200 mm Dia
1
4085
4085.4
... More
Sluice Valve 250 mm Dia
1
5322
5322.9
... More
Item no 12:-
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)
Air valves 20 mm Dia
2
239
479.6
... More
Item no 13:-
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 M150 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.)
Foundation on Murum and Harder Strata.
upto 150mm
2
6135
12271.6
... More
Item no 14:-
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)
A) 1:2:4 (M-150) grade for encasing
4.02
6824
27421.8
... More
Item no 15:-
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover.
3
11686
35059.2
... More
Item no 16:-
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
384.8
92
35555.52
... More
Item no 17:-
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.
75 mm Dia HDPE Pipe 8Kg/sqcm
0.03
5457
136.43
... More
180 mm Dia HDPE Pipe 8Kg/sqcm
0.5
13643
6821.65
... More
250 mm Dia HDPE Pipe 8Kg/sqcm
0.03
20464
511.61
... More
SUBWORK - 7
R.C.C. ESR 687 KL -9
Item No 1 :-
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 metres 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 off the surplus stuff within a lead of 50 metres, 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 indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement 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 and 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.
The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)
The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682/ 1985 for R.C.C. staging of overhead tanks.
For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
The entire structure shall be in M-300 mix only.
Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
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.
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.
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 stretch at shallow depth, extra provision of dewatering shall be made as per site condition.
All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 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.
75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, 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
For ESR upto 500 cum capacity C.I. double flanged pipes 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 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.
Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT 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 lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
The rate shall be increased by 30% for bearing piles upto depth of 10 M and 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 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
20 M and above - 4% per metre
Cost of 500,000 litres capacity-Gavhan
1
7266362
7266362.1
... More
Item No.2 Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance,nloading from railway wagon,loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge.
24
3718
89232
... More
Item No.3 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps excluding GST levied by Gol and GoM in all respect , transportation etc complete.
3
10251
30753
... More
SUBWORK - 8
R.C.C. ESR 245 KL -9
Item No 1 :-
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 metres 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 off the surplus stuff within a lead of 50 metres, 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 indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement 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 and 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.
The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)
The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682/ 1985 for R.C.C. staging of overhead tanks.
For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
The entire structure shall be in M-300 mix only.
Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
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.
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.
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 stretch at shallow depth, extra provision of dewatering shall be made as per site condition.
All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 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.
75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, 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
For ESR upto 500 cum capacity C.I. double flanged pipes 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 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.
Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT 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 lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
The rate shall be increased by 30% for bearing piles upto depth of 10 M and 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 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
20 M and above - 4% per metre
Cost of 200,000 litres capacity-Gavhan
1
3879513
3879513.35
... More
Item No.2 Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance,nloading from railway wagon,loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge.
27
3718
100386
... More
Item No.3 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps excluding GST levied by Gol and GoM in all respect , transportation etc complete.
3
10251
30753
... More
SUBWORK - 7
Distribution System HDPE 6Kg/Sq.cm 75mm TO 315mm = 5662 m
Item No 1 :-
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.
Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form
75 mm Dia HDPE Pipe 6 Kg/sqcm
1234
172
212248
... More
75 mm Dia HDPE Pipe 6 Kg/sqcm (Note:- Deducting previously paid amount from the current amount)
1500
68
103200
... More
90 mm Dia HDPE Pipe 6 Kg/sqcm (Note:- Deducting previously paid amount from the current amount)
476
97
46457.6
... More
110 mm Dia HDPE Pipe 6 Kg/sqcm
359
354
127086
... More
110 mm Dia HDPE Pipe 6 Kg/sqcm (Note:- Due to previously paid amount giving adding remaining 40%)
194
141
27470.4
... More
125 mm Dia HDPE Pipe 6 Kg/sqcm
128
485
62080
... More
140 mm Dia HDPE Pipe 6 Kg/sqcm
279
610
170190
... More
160 mm Dia HDPE Pipe 6 Kg/sqcm
272
790
214880
... More
180 mm Dia HDPE Pipe 6 Kg/sqcm (Note:- Deducting previously paid amount from the current amount)
1
127232
127232
... More
200 mm Dia HDPE Pipe 6 Kg/sqcm
164
1166
191224
... More
225 mm Dia HDPE Pipe 6 Kg/sqcm
241
1501
361741
... More
280 mm Dia HDPE Pipe 6 Kg/sqcm
436
2312
1008032
... More
315 mm Dia HDPE Pipe 6 Kg/sqcm
53
2929
155237
... More
Item No 2 :- of cost of pipes shall be considered as cost of PVC/HDPE specials for estimate purpose only
0.05
3269582
163479.1
... More
Item No 3:-
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 PN - 1.6 (Without by pass arrangement)
Sluice valves 80 mm Dia
5
5132
25660
... More
Sluice valves 100 mm Dia
1
6835
6835
... More
Sluice valves 125 mm Dia
1
8548
8548
... More
Sluice valves 150 mm Dia
1
10251
10251
... More
Sluice valves 200 mm Dia
1
18581
18581
... More
Sluice valves 250 mm Dia
1
28727
28727
... More
Item No 4 :-
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.
Earths Soil
1583
165
261195
... More
Item No 5 :-
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.
HMB
1385.58
211
292634.5
... More
Item No 6 :-
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-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
Soft Rock
995.3
629
626242.76
... More
Item No 7 :-
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, 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. omplete by all means.
Hard Rock
595.45
1118
666129.92
... More
Item No 8 :-
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.
612.81
92
56623.64
... More
Item No 9 :-
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
75 mm Dia HDPE Pipe 6 Kg/sqcm
2734
52
144355.2
... More
90 mm Dia HDPE Pipe 6 Kg/sqcm
476
73
35081.2
... More
110 mm Dia HDPE Pipe 6 Kg/sqcm
553
77
42581
... More
125 mm Dia HDPE Pipe 6 Kg/sqcm
128
88
11264
... More
140 mm Dia HDPE Pipe 6 Kg/sqcm
279
117
32838.3
... More
160 mm Dia HDPE Pipe 6 Kg/sqcm
272
127
34707.2
... More
180 mm Dia HDPE Pipe 6 Kg/sqcm
326
127
41597.6
... More
200 mm Dia HDPE Pipe 6 Kg/sqcm
164
141
23271.6
... More
225 mm Dia HDPE Pipe 6 Kg/sqcm
241
181
43741.5
... More
280 mm Dia HDPE Pipe 6 Kg/sqcm
436
231
100716
... More
315 mm Dia HDPE Pipe 6 Kg/sqcm
53
254
13467.3
... More
Item No 10 :-
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.)
Sluice Valve 80 mm Dia
5
1911
9559
... More
Sluice Valve 100 mm Dia
1
2499
2499.2
... More
Sluice Valve 125 mm Dia
1
3110
3110.8
... More
Sluice Valve 150 mm Dia
1
3927
3927
... More
Sluice Valve 200 mm Dia
1
4085
4085.4
... More
Sluice Valve 250 mm Dia
1
5322
5322.9
... More
Item No 11 :-
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 M150 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.)
Foundation on Murum and Harder Strata.
upto 150mm
8
6135
49086.4
... More
Item No 12 :-
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)
A) 1:2:4 (M-150) grade for encasing
106.99
6824
730111.85
... More
Item No 13 :-
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover.
10
11686
116864
... More
Item No 14 :-
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
3758.02
92
347240.71
... More
Item No 15 :- Providing and making HDPE/PVC pipe consumer service connection on distribution main by drilling holes with suitable means, including all labour. HDPE/PVC pipe of required length with or without road crossing as described below including saddle/clamp saddle of suitable material ---as directed by Engineer in charge.With road crossing 15 mm service connection with road crossing (without watermeter)
400
3426
1370600
... More
Without road crossing 15 mm service connection with road crossing (without watermeter)
214
6118
1309337.6
... More
Item No 16 :-
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.
75 mm Dia HDPE Pipe 6 Kg/sqcm
2.73
5457
14919.71
... More
90 mm Dia HDPE Pipe 6 Kg/sqcm
0.48
8186
3896.63
... More
110 mm Dia HDPE Pipe 6 Kg/sqcm
0.55
8186
4526.97
... More
125 mm Dia HDPE Pipe 6 Kg/sqcm
0.13
9550
1222.43
... More
140 mm Dia HDPE Pipe 6 Kg/sqcm
0.28
13643
3806.48
... More
160 mm Dia HDPE Pipe 6 Kg/sqcm
0.27
13643
3710.98
... More
180 mm Dia HDPE Pipe 6 Kg/sqcm
0.33
13643
4447.72
... More
200 mm Dia HDPE Pipe 6 Kg/sqcm
0.16
15007
2461.2
... More
225 mm Dia HDPE Pipe 6 Kg/sqcm
0.24
20464
4931.92
... More
280 mm Dia HDPE Pipe 6 Kg/sqcm
0.44
25921
11301.77
... More
315 mm Dia HDPE Pipe 6 Kg/sqcm
0.05
28650
1518.48
... More
SUBWORK - 7
Distribution System HDPE 6Kg/Sq.cm 75mm TO 160mm = 3126 m
Item No 1 :-
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.
Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form
75 mm Dia HDPE Pipe 6 Kg/sqcm
1
48676
48676
... More
90 mm Dia HDPE Pipe 6 Kg/sqcm (Note:- Due to previously paid amount giving adding remaining 40%)
647
97
63147.2
... More
110 mm Dia HDPE Pipe 6 Kg/sqcm
413
354
146202
... More
125 mm Dia HDPE Pipe 6 Kg/sqcm
256
485
124160
... More
140 mm Dia HDPE Pipe 6 Kg/sqcm
406
610
247660
... More
160 mm Dia HDPE Pipe 6 Kg/sqcm
106
790
83740
... More
180 mm Dia HDPE Pipe 6 Kg/sqcm
25
828
20700
... More
Item No 2 :- of cost of pipes shall be considered as cost of PVC/HDPE specials for estimate purpose only
0.05
999286
49964.3
... More
Item No 3:-
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 PN - 1.6 (Without by pass arrangement)
Sluice valves 80 mm Dia
2
6758
13516
... More
Sluice valves 100 mm Dia
1
9005
9005
... More
Sluice valves 125 mm Dia
1
11251
11251
... More
Sluice valves 150 mm Dia
1
11933
11933
... More
Sluice valves 200 mm Dia
1
23231
23231
... More
Item No 4 :-
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.
Earths Soil
858.08
165
141583.37
... More
Item No 5 :-
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.
HMB
620.62
211
131074.33
... More
Item No 6 :-
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-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
Soft Rock
518.06
629
325963.04
... More
Item No 7 :-
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, 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. omplete by all means.
Hard Rock
399.45
1118
446861.81
... More
Item No 8 :-
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.
330.2
92
30510.02
... More
Item No 9 :-
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
75 mm Dia HDPE Pipe 6 Kg/sqcm
1273
52
67214.4
... More
90 mm Dia HDPE Pipe 6 Kg/sqcm
647
73
47683.9
... More
110 mm Dia HDPE Pipe 6 Kg/sqcm
413
77
31801
... More
125 mm Dia HDPE Pipe 6 Kg/sqcm
256
88
22528
... More
140 mm Dia HDPE Pipe 6 Kg/sqcm
406
117
47786.2
... More
160 mm Dia HDPE Pipe 6 Kg/sqcm
106
127
13525.6
... More
180 mm Dia HDPE Pipe 6 Kg/sqcm
25
127
3190
... More
Item No 10 :-
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.)
Sluice Valve 80 mm Dia
2
1911
3823.6
... More
Sluice Valve 100 mm Dia
1
2499
2499.2
... More
Sluice Valve 125 mm Dia
1
3110
3110.8
... More
Sluice Valve 150 mm Dia
1
3927
3927
... More
Sluice Valve 200 mm Dia
1
4085
4085.4
... More
Item No 11 :-
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 M150 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.)
Foundation on Murum and Harder Strata.
upto 150mm
5
6135
30679
... More
Item No 12 :-
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)
A) 1:2:4 (M-150) grade for encasing
33.4
6824
227902.68
... More
Item No 13 :-
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover.
6
11686
70118.4
... More
Item No 14 :-
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
2006.83
92
185430.69
... More
Item No 15 :- Providing and making HDPE/PVC pipe consumer service connection on distribution main by drilling holes with suitable means, including all labour. HDPE/PVC pipe of required length with or without road crossing as described below including saddle/clamp saddle of suitable material ---as directed by Engineer in charge.With road crossing 15 mm service connection with road crossing (without watermeter)
9
3426
30838.5
... More
Item No 16 :-
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.
75 mm Dia HDPE Pipe 6 Kg/sqcm
1.27
5457
6946.89
... More
90 mm Dia HDPE Pipe 6 Kg/sqcm
0.65
8186
5296.47
... More
110 mm Dia HDPE Pipe 6 Kg/sqcm
0.41
8186
3380.9
... More
125 mm Dia HDPE Pipe 6 Kg/sqcm
0.26
9550
2444.85
... More
140 mm Dia HDPE Pipe 6 Kg/sqcm
0.41
13643
5539.18
... More
160 mm Dia HDPE Pipe 6 Kg/sqcm
0.11
13643
1446.19
... More
180 mm Dia HDPE Pipe 6 Kg/sqcm
0.03
13643
341.08
... More
SUBWORK - 8
Misc Works(MSEB CHARGES)
1
500000
500000
... More
SUBWORK - 9
Trial Run ( For 1 Month)
Item No 1 :-
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 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.
1
26244
26244
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35136216.77
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6324519.02
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