Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date10 Aug 2022
Closing Date23 Aug 2022
Tender Amount₹ 1,99,76,314
Costs
EMD
₹ 1,99,763Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KOLHA_826161_1Bid Award Id
ViewTender No
474/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.
PCC M 15
1.5
-
7107
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 M- 250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)
For Raft slab M 25
4.2
-
8994
Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, ompaction, finishing the formed surfaces with .M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)
For wall & slab M 25 - Lift 0 to 5 m
21.6
-
11175
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire).
1.8
-
106926.6
Providing and fixing in position C.I. / M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anticorrosive oil paint, etc. complete as directed by Engineer-in-charge.
150
-
110
Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements ncluding applying 2 coats of anti-corrosive paint, etc. complete.
90x60 cm - 35 kg
1
-
3187.8
Providing, hoisting and fixing in position inverted 'J' type 100 mm dia C.I. cowl type ventilators with mosquitoproof aluminium mesh at top in including applying 2 coats of anti-corrosive paint, etc. complete as directed by Engineerin- charge, weighing not less than 35 kg.
1
-
2587.2
Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
6.3
-
1642.3
Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete.
1
-
89977.8
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.
71
-
92.4
Subwork No. 2 - Connecting pipe
Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets.
250 mm D I K 9 class pipe
18
-
3511
Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling.
Lift 0 to 1.50 m
254.04
-
510.4
Lift 1.50 to 3 m
178.56
-
540.1
Lift 3 to 4.50 m
106.56
-
569.8
Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.
Lift 0 to 1.50 m
1.21
-
1117.6
Lift 1.50 to 3 m
1.03
-
1148.4
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.
6.08
-
92.4
Lowering, laying and jointing with SBR rubber gaskets C.I. S/S pipes of arious classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including the conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc. complete.
250 mm D I K 9 class pipe
18
-
163.9
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.
534
-
92.4
Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete.
18
-
5500
Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the terial as directed by the Engineer-in-charge.
595
-
750.2
SW No. 3 - Raw water Pumping machinery @ Jackwell
submersible Pumpset:- 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.Head 81 Mtr & Discharge - 30,000 LPH , 17.50 H. P. Submersible Pump 200 mm dia (with
Bronze / Stainless steel(CF8M) Impeller)
up to 12 stages
2
-
72053.16
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
100 mm dia. GI B class pipes
24
-
680.8
MS Flanges :- Providing Fabricating erecting MS Flanges sleep on type (all Tables) of required size and thickness
120
-
143.82
Pressure Gauge :- Providing ,erecting Pressure Gauge glyserene gelly filled 100 mm dia as per specifications
2
-
899.88
LT Panel :- Providing , erecting & Commissioning L.T. Control Panel comprising of all required electrical equipments as per detailed specifications.
1
-
67650
Cables :- Providing erecting commissioning of Submersible copper & Aluminium conductor XLPE, 1.1 kV armoured cable
1 x 4 x 10 sq.mm from MSEB supply to Panel
30
-
176.82
1 x 3 x 6 sq.mm Submersible cable from starter to Motor
40
-
254.1
Earthing- Providing & making plate type earthing of 60 x 60 x0.6 mm G.I. earth plate with chember as per IE rules & as per detailed specification.
2
-
4449.9
G. I. Earth Wire - Providing, fixing GI Earth wire connected to nearest earthing and equipments as per IE rules and as per detailed specification.
20
-
156.45
SW No 4 - Four pole structure
Excavation for foundation or pipe trenches in earth soils of all types, sand gravel and soft murum including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling etc. complete.
17.8
-
165
Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete.
4.5
-
1292.5
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.
PCC M 15
1.2
-
7107
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) Raft slab M 20
3.6
-
8331
Providing and fixing in position steel bar einforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack elding and supporting as required, etc. complete (including cost of binding wire).(Bd-F-17/306)
Tor steel
0.32
-
106926.6
Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of nticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. (Bd-C-2/275)
1.4
-
82079.8
Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
6 mm thick
5
-
4537.5
Providing and fixing Jungle (hard) wood of approved species joists and girders in timber floor of single, double or framed type including scaffolding if necessary and one primer coat etc. complete.
5
-
3505.7
Providing and fixing corrugated galvanised iron sheets of 0.63mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws and bolts, lead and bitumen washers as per drawing etc. complete.(Weight of 5.5 kg/sq.m.).
34.16
-
897.6
Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
6.5
-
1642.3
Providing and fixing M.S. grill door 24 g/sqm of various size as per detailed rawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc. Spec. No.: As directed by Engineer in charge.
2
-
3336.3
Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.)
1
-
4668.4
S W No. 5 - Rising main from jackwell to Sump
Excavation for foundation or pipe trenches in earth soils of all types, sand gravel and soft murum including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling etc. complete.
1188
-
165
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
1188
-
187
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
990
-
629.2
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. complete by all means.
792
-
1118.7
Filling in plinth ad floors murum beddig in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.
594
-
92.4
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.
HDPE 140/ 10 Kg pipe
1200
-
918
HDPE 140/ 6 Kg pipe
4080
-
610
Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete.complete.
Couplers 140 mm (per 12 m)
462
-
1257
Elbow 90 Deg. 140
2
-
753
Elbow 45 Deg. 140
2
-
753
Ferrule tapping tee 140 x 2"
8
-
931
LNPE 140
10
-
1445
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.
150 mm dia sluice valve PN 1
2
-
10251
Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)
150 mm dia NRV PN 1
2
-
9876
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.
50 mm dia double ball air valves PN 1
13
-
5850
Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete.
PRV 80 mm PN 1
1
-
10171
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.
5
-
11686.4
Providing ISI standard R.C.C. pipes in standard lengths f following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev- ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.
300 mm dia NP II pipe
10
-
510
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
HDPE 140/ 10 & 6 Kg pipe
5280
-
117.7
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineer- in-charge (For all class of pipes.) as per IS- 783-1985.
300 mm dia NP II pipe
10
-
224.4
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.)
150 mm dia sluice valve PN 1
2
-
3927
150 mm dia NRV PN 1
2
-
3927
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.)
50 mm dia double ball air valves PN 1
13
-
6135.8
Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.)
PRV 80 mm PN 1
1
-
502.7
Refilling the trenches with available excavated stuff with soft material first over pipe lie and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.
3483
-
92.4
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.
2
-
7107
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire).
0.12
-
106926.6
Pushing of M.S. pipes of following dia for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of below M.S. casing pipes, lowering, laying , jointing of material, required welding machinery, tripod, shain -pulley block crain, blower, compressor, loading and unloading of machinery into the trench, etc. transportation and dewatering, etc complete, as directed by engineer-in-charge but excluding the cost of M.S. pipes.
200 mm to 499 mm dia MS pipe
8
-
27617.7
Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
273.10 mm dia. OD ,7.2 mm thickness
8
-
3521
SW No 6 - Raw water Sump Cap 30,000 Liters
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 CM 1:3 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 bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, 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 cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure.
R.C.C Sump Cap 30,000 lits
Note
1) The design shall be in accordance with various relevant I.S. specification (I.S. 456/1978, I.S. 875 - 1987, I.S. 3370 - 1965 or revised.)
2 ) Only M.S. 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 M.S. bars shall not be used.
3 ) Entire structure shall be in M-300 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 during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer-in-charge. If uplifts considered in design, then these rates shall be increased by 7.5%.
7) G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. 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 300 mm, 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.
Note : Conditions 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 sumps.
1
-
659409.08
Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe)
150 mm D I D F pipes
15
-
3179
Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. For all types of specials, bends tees etc.
80 to 300 mm dia
100
-
111
SW No. 7 - Pure water Pumping machinery @ Sump
submersible Pumpset:- 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.Head 48 Mtr & Discharge - 30,000 LPH , 7.5 H. P. Submersible Pump 150 mm dia (with Bronze / Stainless steel(CF8M) Impeller) up to 12 stages
2
-
40652.1
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
80 mm dia. GI B class pipes
12
-
680.8
MS Flanges :- Providing Fabricating erecting MS Flanges sleep on type (all Tables) of required size and thickness
60
-
143.82
Pressure Gauge :- Providing ,erecting Pressure Gauge glyserene gelly filled 100 mm dia as per specifications
2
-
899.88
LT Panel :- Providing , erecting & Commissioning L.T. Control Panel comprising of all required electrical equipments as per detailed specifications.
1
-
47087
Cables :- Providing erecting commissioning of Submersible copper & Aluminium conductor XLPE, 1.1 kV armoured cable
1 x 4 x 10 sq.mm from MSEB supply to Panel
30
-
176.82
1 x 3 x 4 sq.mm Submersible cable from starter to Motor
50
-
183.75
Earthing- Providing & making plate type earthing of 60 x 60 x0.6 mm G.I. earth plate with chember as per IE rules & as per detailed specification.
2
-
4449.9
G. I. Earth Wire - Providing, fixing GI Earth wire connected to nearest earthing and equipments as per IE rules and as per detailed specification.
20
-
156.45
SW. No. 8 - Pressure sand filter
Designing , providing, fabricating pressure sand filter transporting to site, installing, testing and commissioning at the site, giving necessary one month's free test and trail run with guarantee for one year, etc. complete. Flow rate 30 cum/hr Vessels sizes 2 Nos. size 1500 mm x 1800 mm Hori. Vessels sizes 1500 mm dia x 1800 mm Hori. Piping and valves 75 mm Filter media zeosoble TCL dosing pumps 2 Nos
Pressure gauge and air release valve.
1
-
1473214.29
S.W. No. 9 -Filter Room ( 6.25 x 4 x 4 m )
Excavation for foundation or pipe trenches in earth soils of all types, sand gravel and soft murum including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling etc. complete.
2.2
-
165
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
4
-
187
Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete.
12.6
-
830.5
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.
PCC M 15
1.8
-
7107
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) Column footing M20
1.8
-
8331
Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)
Column M20
2.2
-
9977
Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) M 20
Beam / Lintel M20
9.8
-
9822
Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)M 20
Roof slab M20
4
-
10525
Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)M 20
Chajja M20
0.3
-
10481
Providing and fixing in position steel bar einforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack elding and supporting as required, etc. complete (including cost of binding wire).(Bd-F-17/306)
Tor steel
1.4
-
106926.6
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete.
11.9
-
92.4
Providing IInd class B.B.masonry with conventional bricks in C.M. of following proportion in superstructure including striking out and raking out joints, watering and scaffolding etc. complete in cement Mortar (1:6)
15.7
-
9000
Providing 20 mm thick cement plaster in two coats in 1:3 cement mortar without neeru finish to concrete, brick or stone surfaces in all positions including scaffolding and curing etc complete.
185
-
433
Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35x3x5 mm angle section fitted with sliding bolts and handles for both sides,deep M.S.channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S.Bracket plate 300x300x3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter ,hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear weels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear)
7.5
-
4741
Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, Steel fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.)
2.88
-
4668.4
Providing and applying white wash in one coat on old / new plastered or masonry surfaces and AC sheets including scaffolding and preparing the surface by brushing and brooming down complete.
185
-
7.7
Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.
80
-
264
Providing and applying washable oil bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding , preparing the surface excluding the primer coat etc. complete.
105
-
47.3
Providing and laying Polished Tandur Stone flooring 25mm to 30mm thick required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete. Spec. No.: Bd.M.3 Page No. 380
25
-
1114.3
Proding and making electric light fitting , tubes , buttens etc. complte.
1
-
5000
SW. No. 10 - Pure Water Rising Main from sump to ESR
Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. Complete as per IS-1239/2004.
125 mm GI B class
12
-
1069
Providing and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including all taxes (Central and local), ailway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores / site, unloading, stacking, etc. complete.
125 mm dia. CIDF NRV PN 1
2
-
8157
Providing double flanged Sluice Valves conforming to IS- 2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete.
125 mm dia. CIDF sluice valve PN 1
2
-
8548
Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of pproved make and quality including all taxes (Central and Local), octroi, inspection harges, transportation to departmental stores, etc. complete.
50 mm PRV PN 1
1
-
6707
Excavation for foundation / pipe trenches in all types sand, soil, 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.
1.8
-
165
Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
1.8
-
211.2
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
1.8
-
629.2
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. complete by all means.
3.6
-
1118.7
Filling in plinth and floors murum bedding in trenches with approved murum from xcavated materials from foundation in 15 cm to 20 cm layers including watering and ompaction, etc. complete.
1.35
-
92.4
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including and conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. and giving hydraulic testing
125 mm GI B class
12
-
141.9
Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly alves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete.
125 mm dia CIDF sluice valve PN 1
2
-
3110.8
125 mm dia CIDF NR valve PN 1
2
-
3110.8
Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief alves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. For all class of valves
50 mm PRV PN 1
1
-
421.3
Providing and constructing B.B. Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in C.M. 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 Proportion, 15 cm thick slab etc.complete as directed by Engin-eer-in-charge. 0.90 X 0.60 m
0.90*0.90*1.20 m
2
-
13539.9
Refilling the trenches with available excavated stuff with soft material first over pipe lie and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.
8
-
92.4
S.W. No. 11 - RCC ESR cap 1,00,000 liters
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 m. c/c, ESR having capacity upto 500 cum and not more than 6 m c/c for ESR's 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 design,providing and fixing accessories such as S.S. ladder, C.I. Manhole frame and covers water level indicators, lightening conductor,S.S. Pipe railing around walk way and top slab,providing spiral stair case from ground level to roof level, B.B. masonry chambers for all valves, ventilating shafts, providing, and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and giving satisfactory water tightness test as per I.S. Code.The job to include painting the name of the scheme and other detail on the reservoir as per the directions of the Engineer-in-Charge.
R.C.C ESR Cap 1,00,000 Lits Staging height 14 m
Notes:
1) The design of the structure be in accordance with relevant (I.S. 3370 – 1965 or revised).
2) 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 RCC staging of overhead tanks.
3) For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatory.
4) The entire structure shall be in M 300 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 bot be allowed.
6) Irrespective of the type of foundation proposed in the design, one set of brancing be provided at the ground level.
7) These rates include providing M.S. ladder for ESR's upto 2 lakh litres capacity and providing spiral staircase for ESR above 2 lakh litres capacity
8) Staging shall have to be designed with stresses of M 200 concrete but actual construction shall be done in M 250 concrete with sections worked out with M 150 design.
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 struch at shallow depth extra provision of dewatering shall be made as per suite condition.
10) All conditions given in the Member Secretary's Circular No. MJP/TS-1/350/ 1668 dated 2.8.97 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.
11) 75% part rate shall be payable for reinforcement concrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness is given, and till that work shall be treated as incomplete
1
-
2514251
Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe)
150 mm DIDF Pipes
54
-
3179
100 mm DIDF Pipes
5
-
2341
Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523. For all types of specials, bends tees etc.
80 mm dia to 300 mm dia
150
-
111
Providing double flanged Sluice Valves conforming to IS- 2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete.
150 mm CIDF sluice valves
2
-
10251
100 mm CIDF sluice valves
1
-
6835
S W No. 12 - Distribution System
Excavation for foundation or pipe trenches in earth soils of all types, sand gravel and soft murum including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed, normal dewatering, Preparing the bed for foundation and excluding backfilling etc. complete.
590
-
165
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
394
-
187
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
590
-
629.2
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. complete by all means.
399
-
1118.7
Filling in plinth ad floors murum beddig in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.
295
-
92.4
Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). PVC 140 mm 4 Kg pipes
150
-
451
PVC 110 mm 4 Kg pipes
600
-
269
PVC 90 mm 4 Kg pipes
1900
-
197
PVC 75 mm 4 Kg pipes
150
-
142
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.
150 mm dia SV PN 1
1
-
10251
100 mm dia SV PN 1
2
-
6835
80 mm dia SV PN 1
6
-
5132
65 mm dia SV PN 1
1
-
4966
Providing ISI standard R.C.C. pipes in standard lengths f following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev- ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.
200 mm dia NP II pipe
15
-
327
Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).and giving hydraulic testing
PVC 140 mm 4 Kg pipes
150
-
45.1
PVC 110 mm 4 Kg pipes
600
-
38.5
PVC 90 mm 4 Kg pipes
1900
-
34.1
PVC 75 mm 4 Kg pipes
150
-
27.5
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.)
150 mm dia SV PN 1
1
-
3927
100 mm dia SV PN 1
2
-
2499.2
80 mm dia SV PN 1
6
-
1911.8
65 mm dia SV PN 1
1
-
1376.1
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineer- in-charge (For all class of pipes.) as per IS- 783-1985.
200 mm dia NP II pipe
15
-
141.9
Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.
100 mm x 225 mm (20 kg)
9
-
1698.4
Refilling the trenches with available excavated stuff with soft material first over pipe lie and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.
1656.9
-
92.4
Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.)
100 mm dia
1
-
3122.9
80 mm dia
1
-
2741.2
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 GI B class pipes
6
-
785
80 mm GI B class pipes
6
-
551
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.
80 mm GI B class pipes
6
-
141.9
65 mm GI B class pipes
6
-
129.8
Subwork No 13 :- RUNNING THE SCHEME (FOR ONE MONTH)
Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.
Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.
a) For single village ( One Month ).
1
-
33631.4
Add GST 12%
1
-
2140319.39
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