Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date6 May 2022
Closing Date19 May 2022
Tender Amount₹ 1,94,58,099
Costs
EMD
₹ 1,92,143Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KOLHA_795742_1Bid Award Id
ViewTender No
TENDER NOTICE NO..334/2022/2023Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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Documents
BOQ Items
100 mm. dia. Sl. Valve(PN-1)
2
-
9334.2
P.R.V. Type PN-1(50 mm. dia.)
1
-
7128.3
Providing, supplying and erecting M.S. pipes and specials as per requirement and flanges, rubber packing, nut bolts including painting but excluding supports (while measuring weight of pipe and special only shall be considered. ) Double flanged specials
10
-
104.5
Suppying & erecting flat flexible 3 core 10 sqmm PVC sheathed submersiable type copper cable suitably clampped at fixed intervals with column pipe assembly complete.
600
-
367.02
Supplying and erecting panel board this includes following items.(1) Triple pole switch, (2) water level guard,(3) Voltmeter,(4) Amperemeter,(5)Sets of pilot lamp,(6) Starter DOL/Star Delta,(7) Capacitor,(8) Sector Switch,(9) Earth Leakage Circuit Breaker(ELCB),(10)M.S. Sheet Box,(11)T.W. planks,(12)Iron panel board, (13) G.I. sheet caution board,(14) self lock etc.complete. (Rates are as R.A)
1
-
63285
Supplying and erecting Galvanized cast iron earth plate size 60X60X0.60 cm complete with all materilals, testing and recording the results as per specification No.EA-EP
1
-
4294.65
Providing, supplying and erecting triple super type chain pully block suitable for capacity 1.00 MT with 6.00M lift complete with load chain & hand chain ,tested to 50 % load as per I.S.3832 carring ISI mark
1
-
12107.28
Sub: Estimate No- 2 Four pole structure
Excavation for pipe trenches in earth, soils of all types, sand, gravel and soft murum including removing the excavated the excavated material upto a distance of 50m. and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding etc. complete.
4.04
-
165
Providing and laying in situ Following grades of C.C of trap/ Granite/ quartzite/ gneiss metal for Foundation and bedding including Dewatering, from work, compacting And curing, finishing etc complete. P.C.C. 1:2:4
3.88
-
7294.73
Providing structural steel work in rolled section like joistes, channels, angles, tees, etc. as per detailed design & drwaing including fixing in position without connecting plates braches etc. and one coat of anticorrosiv paint and overit two coats of oil painting as approved quality and shade etc. complete
1.02
-
82079.8
Providing, supplying and erecting M.S. pipes and specials as per requirement and flanges, rubber packing, nut bolts including painting but excluding supports (while measuring weight of pipe and special only shall be considered. ) Double flanged specials
50
-
104.5
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 labor involved, welding, anchoring and applying 3 coats of anti-corrosive paint , etc .
7
-
1642.3
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 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear)
1.62
-
3141.6
Providing & fixing Ghana teak wood planking of 50 mm thickness with nut bolts, two coats oil paint etc. complete.
6.03
-
6861.8
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.).
28.23
-
897.6
Providing & fixing G.I.Pipe railing having one meter height consisting 50x50x6 m.m. thick in MS Angels as vertical at 1..5 M. c/c & addition post at every corner with 3 rows of 25 m.m. dia. G.I. pipes of MD class variety as horizontal & painting 3 coats of oil paints over one coat of anticorrosive paint of approved colour & shade including cost of laboure transportation , bendsto curved shape etc. complete.
14.6
-
1007.6
Sub: Estimate No-3 Raw Water RCC SUMP
Designing and constructing RCC ground service reservoirs/RCC sumps in M250 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 proportional to inside face of the container including refilling and deposing off the surplus stuff with a lead of 50 m. all LABOUR and material charges for laying and jointing of pipe assembly for inlet , outlet , washout ,overflow and by pass arrangement consisting of C.I./M.S.D./F. pipes , specials and valves of given dia.s providing and fixing accessories such as M.S. ladder inside and outside, C.I. manhole frame and covers top slab, B.B. masonry ventilating shafts, indicating giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface etc. complete as per design data criteria, obligatory requirements and detailed specifications.
'Capacity ---41000 Lit. Notes :-
1) The design shall be in accordance with various relevant l.S. specification (l.S. 456/1978, l.S. 875 - 1987, l.S. 3370 -1965 or revised. 2) Only M.S. bars grade I conforming to l.S. 432 part-I or high yield strength deformed bars conforming to l.S. 1786 or l.S. 1139 shall be used. Grade -II M.S. bars shall not be used. 3) Entire structure shall be in M-300 onlv. 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. I 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 Cl pipes and Cl 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 sumos.
1
-
533682.22
Providing and supplying ISI standard CI double flanged/ G.I. pipes& specials and valves including all taxes (central & local) , railway frieght, insurance, unloading from railway wagon, loading into truck transport to stores/site , unloading etc complete as directed by Engineer-in-charge.
(A) 'G .I.Pipes 125 mm Dia.
10
-
972
100 mm Dia.
10
-
1813
(B)'C.I.D/F Sluice Valve.
80 mm Dia.
1
-
5132
100 mm Dia.
1
-
6835
Hydraulic testing of CI/DI 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 using water supplied by the contractor. 125 mm Dia.
0.01
-
16371.3
100 mm Dia.
0.01
-
15007.3
Sub-Estimate No- 4 Raw water Pumping Machinery @ sump
Providing erecting and giving test of 200 mm dia. Submersible vertical Pump sets conforming to IS 8034/76 and motor conforming to IS9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and Bronze impeller.Motor suitable for working on 415 V+10%, 3Ph,50 Hz., A.C. supply with Cable guard, water lubricated bearings to entire hydraulic thrust, waterproof winding shall be provided. The pump set shall be suitable for direct coupled to the motor Pump shall have suitable outlet as per manufactures design. Suitable suction strainer shall also be provided, 3 core, single/double run copper conductor submersible type flat cable 3m shall be provided along with the pump 10 HP (200 mm dia.)Discharge 786 LPM.Head 29.00 M.
Provide 10HP Submersible Pump set having discharge
670 LPM against head of 29 M
2
-
46262.34
Providing and supplying and erecting G.I. Pipe 100mm dia. B.Class at postiton for suction and delivery including plumbing with sockes and check nuts if required
100mm dia. B. Class Pipes
12
-
913.7
150mm dia. B. Class Pipes
30
-
1401.1
Providing, erecting, connecting double flanged short body patterntype manually operated Butterfly Valve having body,disk and end cover in graded cast iron to IS 210Gr,CF 200 generally conforming in BS 5155. Synthetic rubber faced ring secured on disk by retaing ring with stainless steel screw stub shaft of stainless steel riding inteflon bearings excluding C.C. foundation/structural steel support conforming to IS 13095-1991 and lowring, laying and jointing in position including cost of all LABOUR jointing material, including nutbolts and giving satisfactory hydraulic testing etc. complete.
100 mm. dia. N.R.V.
2
-
8212.2
100 mm. dia. Sl. Valve(PN-1)
2
-
9334.2
P.R.V. Type PN-1(50 mm. dia.)
1
-
7128.3
Providing, supplying and erecting M.S. pipes and specials as per requirement and flanges, rubber packing, nut bolts including painting but excluding supports (while measuring weight of pipe and special only shall be considered. ) Double flanged specials
50
-
104.5
Suppying & erecting flat flexible 3 core 10 sqmm PVC sheathed submersiable type copper cable suitably clampped at fixed intervals with column pipe assembly complete.
60
-
367.02
Supplying and erecting panel board this includes following items.(1) Triple pole switch, (2) water level guard,(3) Voltmeter,(4) Amperemeter,(5)Sets of pilot lamp,(6) Starter DOL/Star Delta,(7) Capacitor,(8) Sector Switch,(9) Earth Leakage Circuit Breaker(ELCB),(10)M.S. Sheet Box,(11)T.W. planks,(12)Iron panel board, (13) G.I. sheet caution board,(14) self lock etc.complete.
1
-
60266
Supplying and erecting Galvanized cast iron earth plate size 60X60X0.60 cm complete with all materilals, testing and recording the results as per specification No.EA-EP
1
-
4294.65
Providing, supplying and erecting triple super type chain pully block suitable for capacity 1.00 MT with 6.00M lift complete with load chain & hand chain ,tested to 50 % load as per I.S.3832 carring ISI mark
1
-
12107.28
Sub: Estimate No-5 Solar System 10 HP
Supplying, installing, testing and commissioning of 10 HP capacity AC/DC Solar water pump (SPV pump), comprising of min. 10 KWp capacity multi crystalline SPV modules mounted on GI Structure with necessary hardware with controller, suitable size HDPE delivery water pipe line up to 60 mtr length inside or above water tank/ borewell with necessary control valves and necessary power supply cable of appropriate size complete with 5 years on site performance warrantee. Specification no. ESD-SWPS
1
-
467251
Sub: Estimate No-6 Filter House
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a
distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
15.13
-
212.3
Excavation for foundation in Soft rock and old cement or limemasonry foundations including removing the excavated material upto
a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means
10.08
-
442.2
Providing and laying Cast in situ/Ready Mix cement concrete in M-10
of trap/ granite/ quartzite/ gneiss metal for foundation and bedding
including bailing out water, Steel centering, formwork,
laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully
automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely
washed etc)
7.44
-
6823.71
Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking
joints, raking out joints, watering and scaffolding etc. Complete
14.39
-
8327
Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations
like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)
A) RCC M 200 Grade Footing
2.6
-
8072.73
B) RCC M 200 Grade Column
1.97
-
15025.83
C) RCC M 200 Grade Beams & lintels.
3.41
-
13371.43
D) For R.C.C M-200 Grade Chajja
1.05
-
15162.23
E) RCC M 200 Grade Slab
5.08
-
16077.43
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, 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 complete.
1.27
-
78955.8
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 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 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, iron oxidised fixtures
and fastenings, oil painting two coats complete.
6
-
4668.4
Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete.
17.55
-
124.3
Providing cement plaster 20mm thick in C.M. 1:3 with 2 coats without neeru finish to concrete, brick or stone surfaces in all postion including scaffolding and curing etc. complete.
i) 20mm thick with neeru finish.
98.8
-
462
ii) 20mm thick without neeru finish.
67.5
-
394.9
Providing & laying rough Shahabad stone flooring 25mm to 30mm thick & required width in plain diamond pattern on a bed of 1:6 cm including cement float, shrinking joints painting in cement mortor 1:3 float, shrinking joints painting in cement mortor 1:3 curing & cleaning etc. complete..
25
-
763.4
Providing & applying washable oil bound distemper of approved colour and shade to old & new surfaces in two coats, inclduing scaffolding, preparing the surfaces(excluding prime coat) etc..complete..
85.3
-
47.3
Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
97.88
-
81.4
Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia upper terminal 1.5 M long with a knob at the end with a conical spike at top, aluminium tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I. pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling earthing pit with charcoal, salt, etc. & refilling & watering, etc. complete as per specifications laid down in relevant I.S. codes. 1) For tape of 10mtr. Length
1
-
14897.3
Sub: Estimate No-7 PRESSURE SAND FILTER
PRESSURE SAND FILTER
CATALYTIC OXIDATION FILTER 50 cum/hour
Vesseles Sizes 2 nos Sizes 1600mm Dia x 1500 mm Hos Vesseles sizes 1600mm dia x 1800 mm Hos Piping and Valves 100 mm Filter media Zeosorb/Katalox/ Coarbosorb
Tcl dosing pump 2 nos
Pressure guage and Air release valve
1
-
2098214.29
Sub: Estimate No-8 RCC GSR (PURE WATER)
Designing and constructing RCC ground service reservoirs/RCC sumps in M250 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 proportional to inside face of the container including refilling and deposing off the surplus stuff with a lead of 50 m. all LABOUR and material charges for laying and jointing of pipe assembly for inlet , outlet , washout ,overflow and by pass arrangement consisting of C.I./M.S.D./F. pipes , specials and valves of given dia.s providing and fixing accessories such as M.S. ladder inside and outside, C.I. manhole frame and covers top slab, B.B. masonry ventilating shafts, indicating giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface etc. complete as per design data criteria, obligatory requirements and detailed specifications.
Capacity ---71000 Lit. Notes :-
1) The design shall be in accordance with various relevant l.S. specification (l.S. 456/1978, l.S. 875 - 1987, l.S. 3370 -1965 or revised. 2) Only M.S. bars grade I conforming to l.S. 432 part-I or high yield strength deformed bars conforming to l.S. 1786 or l.S. 1139 shall be used. Grade -II M.S. bars shall not be used. 3) Entire structure shall be in M-300 onlv. 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. I 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 Cl pipes and Cl 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 sumos.
1
-
852588.13
Providing and supplying ISI standard CI double flanged/ G.I. pipes& specials and valves including all taxes (central & local) , railway frieght, insurance, unloading from railway wagon, loading into truck transport to stores/site , unloading etc complete as directed by Engineer-in-charge.
(A) 'G .I.Pipes 125 mm Dia.
10
-
972
100 mm Dia.
10
-
1813
(B)'C.I.D/F Sluice Valve.
80 mm Dia.
1
-
5132
100 mm Dia.
1
-
6835
Hydraulic testing of CI/DI 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 using water supplied by the contractor. 125 mm Dia.
0.01
-
16371.3
100 mm Dia.
0.01
-
15007.3
Giving Satisfactory hydraulic testing of following C.I.D/F Reflux valves, Butterfly valves and Sluice valves.
80 mm. dia. Sl. Valve(PN-1)
1
-
213.4
100 mm. dia. Sl. Valve(PN-1)
1
-
277.2
Providing and laying in situ Following grades of C.C of trap/ Granite/ quartzite/ gneiss metal for Foundation and bedding including Dewatering, from work, compacting And curing, finishing etc complete.
PCC 1:2:4
3.19
-
7294.73
Providing U.C.R. masonry of trap ,granite , quartzite ,gneiss stones in cement morter proportional 1:6 with 20% morter in foundation and plinth of inner valves or in plinth of external walls including bailing out water manually striking out joints on unexposed faces , racking out joints on exposed faces including providing headers & bonds stone etc. complete.
54.08
-
6027.85
Sub: Estimate No- 9 Distribution System
Excavation for pipe trenches in earth, soils of all types, sand, gravel and soft murum including removing the excavated the excavated material upto a distance of 50m. and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding etc. complete.
686.83
-
165
Excavation for pipe trenches in hard murum and boulders, W. B. M. road including removing the excavated material upto a distance of 50m. and lifts as below stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.
1373.65
-
211.2
Excavation for pipe trenches in soft rock and old cement and time masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lift as below, stacking as directed by Engineer In Charge. Normal dewatering, preparing the bed for foundation and excluding backfilling etc. compete
2060.48
-
629.2
Excavation for 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 leveling the bed, removing the excavated material upto a distance of 50 m. beyond the area and lifts as below; stacking as directed, normal dewatering, excluding backfilling etc. complete.
2262.64
-
1118.7
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
1030.25
-
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.
75mm dia. 4kg./sqcm.
283.26
-
132.5
Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting if necessary and reinstating to original position. 75mm dia. 4kg./sqcm.
0.28
-
2200
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 PE-100 75mm dia. 6kg./sqcm. HDPE
3168.13
-
195.8
90mm dia. 6kg./sqcm. HDPE
2705
-
276.7
110mm dia. 6kg./sqcm. HDPE
1730
-
372
140mm dia. 6kg./sqcm. HDPE
1797
-
625.7
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 75mm dia. 6kg./sqcm. HDPE
3.17
-
5457.1
90mm dia. 6kg./sqcm. HDPE
2.71
-
8186.2
110mm dia. 6kg./sqcm. HDPE
1.73
-
8186.2
140mm dia. 6kg./sqcm. HDPE
1.8
-
13643.3
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.
Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.
150 mm. dia. G.I. Medium class
24
-
1401.1
100 mm. dia. G.I. Medium class
6
-
913.7
80mm dia. B. Class Pipes
6
-
668.7
65 mm. dia. G.I. Medium class
12
-
523.5
Providing double flanged Sluice Valves confirming to IS 2906/14846 including warm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete. Sluice Valve with PN- 1 (Without bypass arrangement)
125 mm. dia. Sl. Valve(PN-1)
7
-
11658.8
100 mm. dia. Sl. Valve(PN-1)
4
-
9334.2
80 mm. dia. Sl. Valve(PN-1)
14
-
7043.8
65 mm. dia. Sl. Valve(PN-1)
15
-
6342.1
25mm. dia. Air Valve(PN-1)
40
-
1293.8
Giving Satisfactory hydraulic testing of following C.I.D/F Reflux valves, Butterfly valves and Sluice valves.
125 mm. dia. Sl. Valve(PN-1)
7
-
284.9
100 mm. dia. Sl. Valve(PN-1)
4
-
277.2
80 mm. dia. Sl. Valve(PN-1)
14
-
213.4
65 mm. dia. Sl. Valve(PN-1)
15
-
154
Providing and fixing CI road boxes of following class and size including loading, unloading and carting to site of work including all necessary excavation in all type of strata and fixing in murum, packing etc complete.
225 mm x 300 mm (40 Kg)
2
-
3347.3
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm.layers with all leads and lifts including consolidation, surcharging etc.complete.
5351.57
-
92.4
Providing & I.S.I. Mark mm dia. RCC Pipes of NP2 class including cost of all central & local taxex cost of jointing material labour, cost of RCC collar etc. complete . as directed by Engineer-in-Charge.
300mm dia. RCC Pipe
15
-
734.4
Providing, supplying and erecting PVC specials as per requirement , including all local and central taxes, transportation, fright charges, inspection chargsm loading, unloading, conveying to the depart mental stores / site etc.complete
1
-
3753.2
Providing and supply of Electro Fusion Fittings in accordance with BS EN- 12201/Part-3 suitable for drinking water within black/ blue colour manufactured from compounded PE-80 / PE-100 virgin polymer and compatible with PE-80 / PE-100 pipes, in pressure rating SDR11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central, state and municipal, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking, etc. complete.
Ferrule Tapping Tee
Couplers 140
305
-
1382.7
Couplers 110
42
-
634.7
Couplers 90
47
-
456.5
Couplers 75
112
-
416.9
Equal Tee 125
9
-
2970
Equal Tee 110
12
-
2152.7
Equal Tee 90
19
-
1549.9
Equal Tee 75
31
-
1086.8
Elbow 90 Deg. 125
5
-
828.3
Elbow 90 Deg. 110
7
-
649
Elbow 90 Deg. 90
13
-
471.9
Elbow 90 Deg. 75
16
-
400.4
Reducer 110X90
6
-
706.2
End Cap 140
5
-
1035.1
End Cap 110
5
-
499.4
End Cap 90
5
-
355.3
End Cap 75
5
-
312.4
LNPE 140
8
-
1589.5
LNPE 110
21
-
887.7
LNPE 90
41
-
581.9
LNPE 75
48
-
463.1
Sub Work No.10. Solar System
Supplying, installing, testing and commissioning of 10 HP capacity AC/DC Solar water pump (SPV pump), comprising of min. 10 KWp capacity multi crystalline SPV modules mounted on GI Structure with necessary hardware with controller, suitable size HDPE delivery water pipe line up to 60 mtr length inside or above water tank/ borewell with necessary control valves and necessary power supply cable of appropriate size complete with 5 years on site performance warrantee. Specification no. ESD-SWPS
1
-
1581507
Sub: Estimate No-11 RCC GSR FOR KATREWADI- Cap-6000 lit
For Katrewadi & Dubalwadi
Designing and constructing RCC ground service reservoirs/RCC sumps in M250 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 proportional to inside face of the container including refilling and deposing off the surplus stuff with a lead of 50 m. all LABOUR and material charges for laying and jointing of pipe assembly for inlet , outlet , washout ,overflow and by pass arrangement consisting of C.I./M.S.D./F. pipes , specials and valves of given dia.s providing and fixing accessories such as M.S. ladder inside and outside, C.I. manhole frame and covers top slab, B.B. masonry ventilating shafts, indicating giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface etc. complete as per design data criteria, obligatory requirements and detailed specifications.
'Capacity ---6000 Lit. Notes :-
1) The design shall be in accordance with various relevant l.S. specification (l.S. 456/1978, l.S. 875 - 1987, l.S. 3370 -1965 or revised. 2) Only M.S. bars grade I conforming to l.S. 432 part-I or high yield strength deformed bars conforming to l.S. 1786 or l.S. 1139 shall be used. Grade -II M.S. bars shall not be used. 3) Entire structure shall be in M-300 onlv. 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. I 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 Cl pipes and Cl 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 sumos.
1
-
99526.11
Providing and supplying ISI standard CI double flanged/ G.I. pipes& specials and valves including all taxes (central & local) , railway frieght, insurance, unloading from railway wagon, loading into truck transport to stores/site , unloading etc complete as directed by Engineer-in-charge.
(A) 'G .I.Pipes 100 mm Dia.
10
-
1813
(B)'C.I.D/F Sluice Valve.
80 mm Dia
1
-
5132
100 mm Dia.
1
-
6835
Hydraulic testing of CI/DI 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 using water supplied by the contractor. 100 mm Dia.
0.01
-
15007.3
Giving Satisfactory hydraulic testing of following C.I.D/F Reflux valves, Butterfly valves and Sluice valves.
80 mm. dia. Sl. Valve(PN-1)
1
-
213.4
100 mm. dia. Sl. Valve(PN-1)
1
-
277.2
Providing and laying in situ Following grades of C.C of trap/ Granite/ quartzite/ gneiss metal for Foundation and bedding including Dewatering, from work, compacting And curing, finishing etc complete. PCC 1:2:4
1.07
-
7294.73
Providing U.C.R. masonry of trap ,granite , quartzite ,gneiss stones in cement morter proportional 1:6 with 20% morter in foundation and plinth of inner valves or in plinth of external walls including bailing out water manually striking out joints on unexposed faces , racking out joints on exposed faces including providing headers & bonds stone etc. complete.
18
-
6027.85
Sub: Estimate No-12 RCC GSR FOR DUBALWADI- Cap-4000 lit
Designing and constructing RCC ground service reservoirs/RCC sumps in M250 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 proportional to inside face of the container including refilling and deposing off the surplus stuff with a lead of 50 m. all LABOUR and material charges for laying and jointing of pipe assembly for inlet , outlet , washout ,overflow and by pass arrangement consisting of C.I./M.S.D./F. pipes , specials and valves of given dia.s providing and fixing accessories such as M.S. ladder inside and outside, C.I. manhole frame and covers top slab, B.B. masonry ventilating shafts, indicating giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface etc. complete as per design data criteria, obligatory requirements and detailed specifications. 'Capacity ---4000 Lit.
Notes :-
1) The design shall be in accordance with various relevant l.S. specification (l.S. 456/1978, l.S. 875 - 1987, l.S. 3370 -1965 or revised. 2) Only M.S. bars grade I conforming to l.S. 432 part-I or high yield strength deformed bars conforming to l.S. 1786 or l.S. 1139 shall be used. Grade -II M.S. bars shall not be used. 3) Entire structure shall be in M-300 onlv. 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. I 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 Cl pipes and Cl 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 sumos.
1
-
66350.74
Providing and supplying ISI standard CI double flanged/ G.I. pipes& specials and valves including all taxes (central & local) , railway frieght, insurance, unloading from railway wagon, loading into truck transport to stores/site , unloading etc complete as directed by Engineer-in-charge.
(A) 'G .I.Pipes 100 mm Dia.
10
-
1813
(B)'C.I.D/F Sluice Valve.
80 mm Dia
1
-
5132
100 mm Dia.
1
-
6835
Hydraulic testing of CI/DI 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 using water supplied by the contractor. 100 mm Dia.
0.01
-
15007.3
Giving Satisfactory hydraulic testing of following C.I.D/F Reflux valves, Butterfly valves and Sluice valves.
80 mm. dia. Sl. Valve(PN-1)
1
-
213.4
100 mm. dia. Sl. Valve(PN-1)
1
-
277.2
Providing and laying in situ Following grades of C.C of trap/ Granite/ quartzite/ gneiss metal for Foundation and bedding including Dewatering, from work, compacting And curing, finishing etc complete. PCC 1:2:4
0.8
-
7294.73
Providing U.C.R. masonry of trap ,granite , quartzite ,gneiss stones in cement morter proportional 1:6 with 20% morter in foundation and plinth of inner valves or in plinth of external walls including bailing out water manually striking out joints on unexposed faces , racking out joints on exposed faces including providing headers & bonds stone etc. complete.
13.52
-
6027.85
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 Grampanchayt free of cost and electricity bill will also be paid by the Grmpanchayt.
a) For single village ( One Month ).
1
-
28868
Add GST 12%
1
-
2084796.35
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