Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date3 Oct 2024
Closing Date11 Oct 2024
Tender Amount₹ 1,79,48,404
Costs
EMD
₹ 1,79,484Document Cost
₹ 5,000Tender Fee
₹ 500
Summary
Jjm Water Supply Scheme Bhose Tal Pandharpur
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_SOLAP_1103275_1Bid Award Id
ViewTender No
JJM Water Supply Scheme Bhose Tal PandharpurTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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BOQ Items
Excavation in general in Hard material comprising of soft rock, hard rock, manjara rock etc by blasting / controlled blasting, chiseling 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. etc. complete excluding refilling. Lift 4.50 m to 6.00 m
42.39
35207
830.55
.Lift 6.00 m to 7.5 m
42.39
36453
859.95
Lift 7.50 m to 9.00 m
42.39
37699
889.35
Lift 9.00 m to 10.50 m
42.39
38945
918.75
Lift 10.50 m to 12.00 m
42.39
40192
948.15
Lift 12.00 m to 13.50 m
42.39
41438
977.55
Lift 13.50 m to 15.00 m
42.39
42684
1006.95
Providing and laying situ cement concrete M-15 of trap /granite/quartzite/gneiss/metal for FOUNDATION & BEDDING INCLUDING bailing out water, Frame work ,Compacting, Curing etc .Complete.
2.51
16350
6514.2
Providing and Casting in situ cement concrete of trap /granite/quartzite/gneiss metal of approved Quality for RCC works for as per Design and Drawing or as directed by Engineer-in-Charge including normal dewatering, centering, form work, compacting ,finishing the formed surface with CM 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening If special finish is to provided and curing. complete.(Excluding M.S. or Tor reinforcement) RCC Beam M-200
4.52
41166
9107.7
RCC Vertical wall M-200
30.16
294924
9778.65
Providing and Fixing in position steel bar Reinforcement of various diameter for R.C.C Beams, and Padre as per Detailed Design and Drawing and Schedule including cutting bending hooking the bar binding with wires or tack weld support as required complete (including cost of binding wire )
2.77
269688
97206
Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer in charge (including cost of machinery labour ,fuel)etc. complete .
2500
202125
80.85
Providing and Fixing in Position C.I Dapuri type Steps or 22 mm Dia M.S Bar steps with proper anchorage etc. and applying 3 Coates of Anticorrosive paint etc. directed by Engineer -in-charge.
20
7740
387
Filling in Plinth and Floors/ Excavated trenches with approved excavated materials from foundation in 15 to 20 cm Layers including watering and compaction etc. complete.
442.81
39056
88.2
Providing and Fixing 80 mm Dia. A.C./P.V.C .pipes weep holes at 1.5 m c/c staggered including cost of materials & labour charges involved with all lead & lifts etc. completed.
126
25326
201
Taking trial bore to gather undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders soft rocks , hard rock, and quartzite, etc. The item includes al hire and running cost of machine, conveyance of machine and back sampling all over burden strata. samples to taken at 3.0 M interval and conveying to the place as directed-by-Engineer-in-charge. The diameter of bore in overburden shall be 150 mm etc completed.
20
64764
3238.2
Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-in-charge. The test is carried out by drawing down water from well/profile below normal/ subsoil water level up to full depth rise in water level is recorded. The normal water level/subsoil water level in the well/profile as well as strainer/suction level of pump as per design of W.S. scheme shall be recorded prior to the test including cost of all material, overhead, labourers, etc. completed as directed. The test shall be carried out as per Tech. Circular No. 2597 and 2011-97 and shall be carried out for 7 days.(DSR 2019-20/401/17
7
22123
3160.5
Sub work No.02 Solar Panel Pumping Machinery Supplying, Installing,Testing and commissioning of 5.0 HP capacity AC/DC Solar water pump (SPV pump), comprising of min. 5.0 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 warranty as per specification no. ESD-SWPS SPV Modules = 330/335 Wp X 16 Nos
1
234618
234618
Excavation for foundation / pipe trenches in Soft 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. (Bd- A-2/259)
17.81
2671
150
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.
17.81
3027
170
Providing uncoursed rubble masonry of trap/granite /quartzite/gneiss stones in cement mortar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually, striking joints on un exposed faces and watering etc.complete.
18.47
13686
741
Filling in plinth and floors with aproved Excavated material and approved by Engineer incharge in layers of 15cm. To 20cm. including watering and compaction etc. complete.
27.72
3132
113
Providing & laying in situ following M150 C.C. of trap/granite/gneiss metal for foundation & bedding including dewatering, form work, compacting & curing finishing etc. complete (Cement 5.90 bags / cum)
7.13
40213
5640
Providing and laying Rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.
61.61
42757
694
Providing & erecting chain link fencing 1.6 mtr height with G I chain link of size 50 x 50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40 x 40 x 6 mm size including excavating pits for foundation and embedded in cc block 1 :4: 8 mix of size 450 x 450 x 670 mm at 1.75 m centre to centre with iron bar 16 mm dia as a hold fast including welding link with angle frame at 30 cm centre to centre with nuts & bolts & horizontal MS angle at top & bottom of 25 x 25 x5 mm size & vertical MS flat 35 x 5 mm & 25 x5 mm horizontal including cross supports of 40 x 40 x 6 mm angle both sides at every corner embedded in cc block with 3 coat of oil painting etc complete
34.2
78865
2306
Providing and Fixing mild steel grill gate as per the detailed drawing including hinges, locking arrangement and painting in three coats of oil paint of aproved colour and shed etc complete(Weight 18 Kg to 20 Kg Per Sq.m.) Spec.No. As directed by Engineer - in -charge.
1.5
2875
1917
Providing & fixing steel box for pump controller
1
6000
6000
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 warranty as per specification no. ESD-SWPS SPV Modules = 330/335Wp X 39 Nos
1
407897
407897
Excavation for foundation / pipe trenches in Soft 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. (Bd- A-2/259)
25.75
3862
150
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.
25.75
4377
170
Providing uncoursed rubble masonry of trap/granite /quartzite/gneiss stones in cement mortar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually, striking joints on un exposed faces and watering etc.complete.
27.11
20088
741
Filling in plinth and floors with aproved Excavated material and approved by Engineer incharge in layers of 15cm. To 20cm. including watering and compaction etc. complete.
60.4
6825
113
Providing & laying in situ following M150 C.C. of trap/granite/gneiss metal for foundation & bedding including dewatering, form work, compacting & curing finishing etc. complete (Cement 5.90 bags / cum)
15.38
86743
5640
Providing and laying Rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.
134.31
93211
694
Providing & erecting chain link fencing 1.6 mtr height with G I chain link of size 50 x 50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40 x 40 x 6 mm size including excavating pits for foundation and embedded in cc block 1 :4: 8 mix of size 450 x 450 x 670 mm at 1.75 m centre to centre with iron bar 16 mm dia as a hold fast including welding link with angle frame at 30 cm centre to centre with nuts & bolts & horizontal MS angle at top & bottom of 25 x 25 x5 mm size & vertical MS flat 35 x 5 mm & 25 x5 mm horizontal including cross supports of 40 x 40 x 6 mm angle both sides at every corner embedded in cc block with 3 coat of oil painting etc complete
48
110688
2306
Providing and Fixing mild steel grill gate as per the detailed drawing including hinges, locking arrangement and painting in three coats of oil paint of aproved colour and shed etc complete(Weight 18 Kg to 20 Kg Per Sq.m.) Spec.No. As directed by Engineer - in -charge.
1.5
2875
1917
Providing & fixing steel box for pump controller
1
6000
6000
Sub Work No.03 Rising Main Excavation for foundation/pipe trenches in earth, soils, of all types ,sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 m and lift as below stacking and spreading. as directed ,normal dewatering, preparing the bed for foundation and Excluding back filling etc.complete. This Villege Wadgaon N Comes Under Sugar Factory Zone, Within 10 Km.Radius,Hence 5% Labour Rate are added in DSR Rates.
618.75
97453
157.5
Excavation for foundation/pipe trenches in Hard Murum including removing the excavated material up to 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 back filling, etc.complete.
532.65
95078
178.5
Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete
532.65
319909
600.6
Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete
378.45
300016
792.75
Filling in Plinth and floor murum bedding in Trenches with approved murum for excavated material from foundation 15 cm to 20 cm Layer including watering ,ramming and compaction etc complete.Murum from Excavated Stuff.
309.38
27287
88.2
Providing and supplying in standard lengths 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.140 mm Dia.HDPE PE 100, 6 Kg/cm2. for Ex. ESR 600+for Pro ESR 1000
1602
977220
610
90 mm Dia.HDPE PE 100, 6 Kg/cm2.
1230
300120
244
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 II140 mm Dia.HDPE PE 100, 6 Kg/cm2. for Ex. ESR 600+for Pro ESR 1000
1602
179984
112.35
90 mm Dia.HDPE PE 100, 6 Kg/cm2.
1230
86530
70.35
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) 125 mm without bypass arrangement PN-1
1
8157
8157
Laying and jointing in Position following CI D/F sluice Valve ,Butterfly Valves and reflux Valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing ,etc.complete 125 mm without bypass arrangement PN-1
1
2969
2969.4
Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads and lift including consolidation ,surcharging ,etc.complete
881.93
77786
88.2
Providing and constructing B.B Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation BB Masonry in 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer -in-charge (A) As above of 60 x 45 cm internal size and depth up to 0.90 m with precast RCC slab cover .
1
6924
6924.75
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.40 mm Air valve single Ball Flanged Type PN-1.
6
7602
1267
Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete.(for all class of valves).40 mm Air valve Single Ball Flanged Type PN-1.
6
1619
269.85
Providing and Fixing in Position air Valve Shaft including Providing and Fixing G.I Medium class or 6 mm thick pipe shaft 2.70 m long over branch flange of air valve tee, providing PCC block of M-150 Concrete 150mm thick around the air Valve tee Including encasing of vertical shaft in PCC M-150 as shown in type design together with providing & making flanged joints wherever required & fixing of air valve tee etc comp.. as per type design & as directed by Engr. -in -Charge for following dia. of pipe lines.Foundation on murum & Harder strata -Up to 150mm
6
35141
5856.9
Providing ISI mark G.I. pipes of following class and dia. including all local and entral taxes, octroi, inspection charges, transportation to stores, etc. complete.125 mm Dia. M- class
12
16032
1336
Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete, either underground or in vertical position, as directed by
Engineer-in-charge. 125 mm Dia. M- class
12
1738
144.9
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / neiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.
1.26
8207
6514.2
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.140 mm Dia.HDPE PE 100, 6 Kg/cm2. for Ex. ESR 600+for Pro ESR 1000
1.6
20863
13023.15
90 mm Dia.HDPE PE 100, 6 Kg/cm2.
1.23
9611
7814.1
Sub Work No.04 ESR Designing (aesthetically) and constructing RCC Elevated service reservoirs of required capacity with RCC staging of column internal and external bracing spaced vertically not more than 4.50 m centre to centre for E.S.R having capacity up to 500 Cum and not more than 6 m C/C for E.S.R having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound in CM 1:3 proportion to inside face of container, refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges including lowering laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement as per departmental design, providing and fixing accessories Such as Stainless steel Ladder inside and outside, C.I manhole frame and Cover, water level indicator, lighting conductor, G.I Pipe railing around walk way and top slab providing spiral stair case from ground level to roof level, M.S grill gate of 2 m height with locking arrangement of approved design, B B Masonry Chamber for all valves, ventilating shaft, providing and applying three coat of acrylic emulsion with silicon additives paint to the structure including roof slab, epoxy paint to the internal surface and anti-termite treatment for under ground parts of the structure and giving satisfactory water tightness test as per IS code. the job to include painting the name of the scheme and other details on the reservoir as per direction of Engineer-in-Charge. [DSR 2021-22/232/1] ESR Cap.60000Lit.St.ht.12m
1
2799534
2799534
Designing (aesthetically) and constructing RCC Elevated service reservoirs of required capacity with RCC staging of column internal and external bracing spaced vertically not more than 4.50 m centre to centre for E.S.R having capacity up to 500 Cum and not more than 6 m C/C for E.S.R having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound in CM 1:3 proportion to inside face of container, refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges including lowering laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement as per departmental design, providing and fixing accessories Such as Stainless steel Ladder inside and outside, C.I manhole frame and Cover, water level indicator, lighting conductor, G.I Pipe railing around walk way and top slab providing spiral stair case from ground level to roof level, M.S grill gate of 2 m height with locking arrangement of approved design, B B Masonry Chamber for all valves, ventilating shaft, providing and applying three coat of acrylic emulsion with silicon additives paint to the structure including roof slab, epoxy paint to the internal surface and anti-termite treatment for under ground parts of the structure and giving satisfactory water tightness test as per IS code. the job to include painting the name of the scheme and other details on the reservoir as per direction of Engineer-in-Charge. [DSR 2021-22/232/1] ESR Cap.146000Lit.St.ht.12m
1
1710688
1710688
Providing and Supplying ISI mark standard C.I.double flanged Pipes of following class and diameter including all taxes (central and local ) insurance, railway, freight, unloading from railway wagon, loading into truck, transport to Site of Work unloading, stacking etc. complete. [DSR 2021-22/72/5] 80 mm Dia.
21
30786
1466
125 mm Dia.
97
228920
2360
Providing and supplying ISI standard CI flanged / s&s specials including all taxes (central and local ) insurance, railway, freight, unloading from railway wagon, loading into truck, transport to Site of Work unloading, stacking etc. complete. D/F specials
500
36500
73
Providing and Supplying ISI mark CI D/F Sluice Valve with jointing to pipe work (including all hardware and packing ),water quality having non-rising spindle with hand wheel and without bypass arrangement ,Spindle of stainless steel as per requirement excluding CC foundation /Structure steel support (1) up to 300 mm Dia conforming to IS 780(2) Above 300 mm Dia confirming to IS 2906 A - Sluice Valve with PN-1/Butterfly Valve without bypass 80 mm dia
3
15396
5132
125 mm Dia.
3
25644
8548
Sub Work No.05 Distribution System Excavation for foundation/pipe trenches in earth, soils, of all types ,sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 m and lift as below stacking and spreading. as directed ,normal dewatering, preparing the bed for foundation and Excluding back filling etc.complete. .
1246.56
196333
157.5
Excavation for foundation/pipe trenches in Hard Murum including removing the excavated material up to 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 back filling, etc.complete.
1246.56
222510
178.5
Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete.
623.28
374341
600.6
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. (Bd-A-6/259)
151.2
161458
1067.85
Filling in Plinth and floor murum bedding in Trenches with approved murum for excavated material from foundation 15 cm to 20 cm Layer including watering ,ramming and compaction etc complete.
467.46
41229
88.2
Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).75 mm Dia.PVC 4 Kg/cm2.
2862
329130
115
90 mm Dia.PVC 4 Kg/cm2.
150
24000
160
140 mm Dia.PVC 4 Kg/cm2.
1344
493248
367
Lowering, laying and jointing PVC pipes and special of following class and diameter including cost of conveyance from stores to site of work including cost of all labour ,material, except cement solvent ,rubber ring, giving satisfactory hydraulics testing as per IS code etc.complete (with cement solvent joint/ring fit joint). 75 mm Dia.PVC 4 Kg/cm2.
2862
75127
26.25
90 mm Dia.PVC 4 Kg/cm2.
150
4882
32.55
140 mm Dia.PVC 4 Kg/cm2.
1344
57859
43.05
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.65 mm CID/F Sluice Valve
5
24830
4966
80 mm CID/F Sluice Valve
3
15396
5132
100 mm CID/F Sluice Valve
2
13670
6835
125 mm CID/F Sluice Valve
1
8548
8548
Laying and jointing in Position following CI D/F sluice Valve ,Butterfly Valves and reflux Valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing ,etc.complete 65 mm CID/F Sluice Valve .
5
6567
1313.55
80 mm CID/F Sluice Valve
3
5474
1824.9
100 mm CID/F Sluice Valve
2
4771
2385.6
125 mm CID/F Sluice Valve
1
2969
2969.4
Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads and lift including consolidation ,surcharging ,etc.complete.
2765.87
243949
88.2
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.
11
16984
1544
Providing ISI mark G.I. pipes of following class and dia. including all local and entral taxes, octroi, inspection charges, transportation to stores, etc. complete.80 mm Dia. M- class
24
16536
689
100 mm Dia. M- class
24
23544
981
Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete, either underground or in vertical position, as directed by Engineer-in-charge.80 mm Dia. M- class.
24
2973
123.9
100 mm Dia. M- class
24
3250
135.45
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / neiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.P.C.C.1:2:4
21
136798
6514.2
Making cross connection to existing distribution system of any type including excavation, bracking and removing the existing pipes, lowering laying the specialsand pipes in their position,refilling, closing the watersupply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in- Charge for following diameters of existing pipe lines80 mm
20
52332
2616.6
100 mm
30
89428
2980.95
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 pressrue gauges and other necessary equipments, labour, operation charges etc. required for testing. The rate under this item shall also include cost of retesting,if necessary and reinstating to original position.75 mm Dia.PVC 4 Kg/cm2.
2.86
7455
2605.05
90 mm Dia.PVC 4 Kg/cm2.
0.15
586
3907.05
140 mm Dia.PVC 4 Kg/cm2.
1.34
7000
5209.05
Sub work No-05 Trail and Run Commissioning, running and maintaining the scheme to quantities , rated capacity including manning necessary personnel such as operator, valve man etc.as per requirement of the scheme and who should also administer chemical dose for a period of one month together with training of personnel spared by M.J.P. / Local body and handing over the scheme to local body after completion of the above period as directed by Engineer- in-charge etc.complete.Note:- Required chemicals to be supplied by Deptt. free of cost and electricity bill also be paid by depttfor Single Village without WTP (for 1 Month)
1
27556
27556.2
Providing and fixing board displaying information, such as 'Name of work, Tender cost, In Rs. Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. Number As directed by Engineer in Charge MORTH 801
1
10510
10510.5
Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy dutyBrass/Polyprophylyne(Twin Jacketed )
Ferrule , Male and Female thread adapterElbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in
A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution main. (With Road Crossing)For 15 mm Service connection
400
1449840
3624.6
(Without Road Crossing)For 15 mm Service connection
400
1050420
2626.05
Add GST Charges 18%
1
2737893
2737893
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