Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date15 Apr 2025
Closing Soon28 Apr 2025
Tender Amount₹ 95,30,750
Costs
EMD
₹ 95,308Document Cost
₹ 5,000Tender Fee
₹ 500
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
2025_SATAR_1170355_1Tender No
ZPS/RWS/JJM/2025 - 1st callTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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c)In weathered rock / soft rock
1
3537
3537.6
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d)In hard rock other than quartzite
1
5101
5101.8
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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 main, jack well, pump house, supply well, etc. for lift as below and lead of 150 M including barricading, guarding and disposing off surplus excavated stuff within a radius of 0.5 km. as directed, etc. complete excluding refilling.
Lift 0.00 to 1.50 M
142.48
367
52346.23
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Lift 1.50 to 3.00 M
117.75
400
47147.1
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Lift 3.00 to 4.50 M
95.38
433
41336.61
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Lift 4.50 to 6.00 M
75.36
466
35147.9
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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 baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling
Lift 6.00 to 7.50 M
42.39
992
42059.36
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Lift 07.50 to 09.00 M
42.39
1026
43504.86
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Lift 09.00 to 10.50 M
42.39
1060
44950.36
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Lift 10.50 to 12.00 M
42.39
1094
46395.86
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Lift 12.00 to 13.50 M
42.39
1128
47841.35
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Lift 13.50 to 15.00 M
42.39
1162
49286.85
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As Per Site Condition : Add For Each Additional Lift of 1.5 m Beyond initial lift 1.5m
-
-
-
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Providing and laying in situ following grades of cement concrete of trap / granite / quartzite /gneiss metal for foundation and bedding including dewatering, form work, compaction, curing, finishing etc. complete.
a) M-150
8.84
6469
57160.71
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Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special 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. reinforcements)
RCC M-200 for water retaining structure
a) For Ring Beam Bottom Ring ( 500 mm x 300 mm )
3.16
9541
30109.8
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a) For Vertical Wall (6 m below GL & 1.5 m above GL )
Above 1.5 m from GL
6.31
10244
64655.88
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From GL to 5 m
21.04
10244
215519.58
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From 5m to 6m
2.31
11268
26077.87
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As Per Site Condition : Add For Each Additional Lift of 1.5 m Beyond initial lift 1.5m
-
-
-
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Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules including cutting, bending, hooking the bars, bindingwith wires or tack welding and supporting as required, etc. complete. (including cost of binding wire)
Lift 0 to 1.5 m above GL
0.5
88749
43970.29
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Lift 0 to 5 m below GL
1.65
88749
146567.63
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Lift 5 to 7.5 m below GL
0.43
88749
38107.58
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Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.
1.06
92422
97564.36
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Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S.angles (25x 25x 5 mm size) including welding,cutting and fabricating the plates to the required square or rounding shape,making holes in the plate, includingproviding and applying 3 coats of anticorrosive paint,etc.complete as directed by Engineer-in-charge.
6 mm thick
12
5671
68059.2
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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 asdirected by Engineer-in-charge
3
1642
4926.9
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Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thickM.S.angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal andpainting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shadeincluding cost of all labour, transporting bends to curved shape, etc.complete.
16
1310
20961.6
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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.
7.5 BHP pumps daily 8 hrs for 30 days
1800
97
176220
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Providing and fixing in position C.I. dapuri steps for 22 mm dia. M.S. step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-incharge
34
510
17353.6
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Providing, and fixing 80 mm dia A.C. / P.V.C. pipe weep holes at 1.5 m.c/c staggered including cost of all materials and labour involved with all leads and lifts.etc.complete with all leads and lifts
7.2
254
1829.52
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Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layers with all consolidation, surcharging etc. complete.
194.73
101
19706.7
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Horizontal borewell 30 m each
240
331
79664.64
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Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-incharge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed.
7
2741
19188.4
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Subwork No.2 :-Pumping Machinary For Ex.well 5 BHP, Discharge = 2323 LPH, Head = 93 m Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer. Pump should have suitable discharge outlet as per manufacture's design. Antithrust streamlined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.
Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) upto 8 stages
Provide duplicate set of submersible pump capable of discharging 5148 litres/hour against a total head 70 M be driven by 5 B.H.P electrical motor directly coupled to it . One pump will be in operation and one pump will be standby.
2
41043
82087.8
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Supplying and erecting Cupboard type panel board.
1
20274
20274
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Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.
100
211
21120
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Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.
65 mm dia (Medium) on well
48
524
25152
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Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984)
a) Without bypass arrangement - PN - 1
65 mm dia
2
4662
9324
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Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete.
a) Sluice valve - PN - 1 (Without bypass)
65 mm dia
2
5959
11918
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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.)
a) Sluice valve - PN - 1 (Without bypass)
65 mm dia
4
1541
6164.4
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Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia)
1
992
992.2
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Providing pipe type earthing with 40mm dia G.I Pipe or 20 mm dia G.I Rod complete with all materials as per specifications no EA-EP
Plate type Electrode (IS 3043)
1. For panel board - 1No.
1
1500
1500
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Supplying and erecting 'b' class GI bend in position with necessary material.
65 mm dia
4
317
1270.56
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Supplying and erecting 'b' class GI Tee in position with necessary material.
65 mm dia
2
532
1065.72
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Subwork No.3:-SWITCH ROOM FOR PUMP 2.5 x 2.5 x 3.0 M Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift of 0 to 1.5 M
8.1
181
1470.15
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Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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. Lift of 0 to 1.5 M
2.7
205
555.39
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Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-150
0.86
6469
5589.3
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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
RCC Footing M-200
0.97
8049
7824.41
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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.
8.85
101
895.38
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Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work 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 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 )
RCC Column M-200
0.77
9696
7488.99
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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 nesessary 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.)
RCC beam & lintel M-200
1.63
9541
15563.55
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Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 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 .) Slab M-200
1.03
10244
10553.27
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Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work 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 CM 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 fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Excluding M S or Tor reinforcement.
Chajja M-200
0.11
10200
1101.63
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Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar of following proportion superstructure including striking out & racking out joint watering and scafolding etc complete.
6.02
9212
55464.04
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Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,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) Tor Steel
0.3
88749
26728.92
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Providing and laying Rough shahabad stone flooring upto 40 mm. thick and of required width in plain / diamond pattern on a bed of bed 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.
6.25
833
5211.25
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Providing internal cement plaster 12 mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete
32.29
323
10442.59
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Providing sand faced plaster externally in cement motar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same for not less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for foureen days scaffolding etc. complete.
45.77
719
32925.5
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Providing and applying colour-wash of approved colour and shade in one coat to new surface including scaffolding, brushing and brooming down (excluding base coats of white wash) etc.complete.
6.25
11
68.75
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Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc. complete.
75.77
55
4167.24
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roviding and fixing steel frame of angle 50 x 50 x 6 mm size for window with 16 mm with mild steel bars horizontally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete.
2.16
3175
6859.51
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Providing and fixing in position factory made box type steel window with glazed fan light including steel windows of cold rolled section of 105 mm x 60 mm x 1.25 mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm )as per detailed drawing and design or as directed including providing horizontal mild steel 12 mm square bars at 10 cm center to center, required F7B section, section76, section 20 mm x 5 mm mild steel flat for shutter and F4B section for frame, 3 mm thick glass of approved quality for fan light necessary fixtures and fastening etc.complete finishing with one coat of anticorrosive paint etc.complete
2.16
6426
13880.59
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Providing and fixingsteel frame door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete.
1.8
2209
3977.82
... More
Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm (5mmx3) thick x 30 mm width on one style and top rail and 10 mm (5mmx2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and/or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and/or prelam PVC on other side using rubber adhesive on flush door and solven tcement adhesive on the PVC lipping etc.as per direction of Engineer in charge and manufacturers specification and drawing etc. complete.
1.8
8814
15865.74
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Subwork No.4:-Rising Main Total Length = 1700 m 90 mm HDPE 6KG/CM2 Providing and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial 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.
90 mm HDPE 6KG/CM2
1700
220
374000
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Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.
Couplers 90
17
254
4318
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Equal Tee 90
7
624
4368
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LNPE 90 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
2
390
780
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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.
Medium Pipe
80 ø
36
981
35316
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Providing and supplying ISl mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete.
Reflux valves as per I.S.5312 Part I (1984)
80 ø
2
4910
9820
... More
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 GOt & GOM in all respect etc. complete
80 ø
2
6158
12316
... More
Providing and supplying Air Valves as per IS-10845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. 25 ø
5
1265
6325
... More
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5
357
181
64795.5
... More
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. (Bd_x0002_A-2/259)
Lift 0 to 1.5
357
205
73434.9
... More
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_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
Lift 0 to 1.5
238
691
164672.2
... More
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)
Lift 0 to 1.5
238
1230
292954.2
... More
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. (Bd-A-10/263) from excavated stuff
178.5
101
18064.2
... More
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 90 mm HDPE 6KG/CM2
1700
82
140250
... More
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.. Working pressure 6 kg/cm2
90 mm HDPE 6KG/CM2
1.7
9168
15586.45
... More
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.
Medium Pipe 80 ø
36
145
5227.2
... More
Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.
Medium Pipe
80 ø
0.04
15280
550.08
... More
Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
80 ø
4
2141
8566.8
... More
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.)
upto 150mm
5
7056
35282.5
... More
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab and cover.
2
8124
16249.2
... More
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. (Cement 5.90 bags / cum)
For encasing and reconstruction of road
7.24
6469
46862.45
... More
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.
1000.69
101
101269.33
... More
Subwork No.5:- Metallic Tank Foundation For Metallic Tank
Item NO-1 Excavation for foundation /Pipe trenches in soil/Hard Murum/Soft Rock/ Hard Rock including removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation and excluding back filling etc.
A) Soil
9.05
181
1643.24
... More
B) Hard Murrum
6.79
205
1396.76
... More
C) Soft Rock
4.53
691
3132.12
... More
For Approach Road
A) Soil
250
181
45375
... More
B) Hard Murrum
150
205
30855
... More
C) Soft Rock
50
691
34595
... More
Item NO-2 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. (Cement 5.90 bags / cum)
3.02
6469
19523.04
... More
Item No-3 Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundationlike 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)
13.58
8719
118417.97
... More
Item No-4 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). Tor Steel
1.29
88749
114499.51
... More
Patable Water Tank Item No-1 Supply and installation of prefabricated ground water storage bolted tanks, acomplete package in knock down, ready to assemble construction consisting of outer wall surface made out of special grade hot dip aluminum Zincalloy, metalic factory coated steel confirming toIS-15961 2012, minimum thickness of 0.6 mm. The inner surface should be provided withliners of minimum 0.6 mm thickness of reinforce polyethylene or polye propelene or metallocene material suitable for drinking water purpose. etc. complete. With RCC Foundation
400000
6
2618880
... More
A) Above tanks can be installed on elevated platform. ( ESR ) the rate of tank does not include the cost of elevated platform. 2% extra to be considered for installation oftank on elevated platform.The elevated
platform needs to be designed as per requirement & which will be paid separately. The elevated platform must be of steel framed structure.
-
-
-
... More
B) For the dome type GI corrugated roof structure with hot dip galvanized trusses with GI manhole for access for cleaning and maintainance, 10 % extra shall be added.
0.1
2618880
261888
... More
C) For heavy duty five layer polypropylene reinforced liner with mettallocene contact layer having a minimum thickness of 1 mm- 10 % extra shall be added
-
-
-
... More
D) Incase Rain water harvesting filters & system to catch the rain form the GI Tank roofs mounted on the Tank roof and supplied with tank then 10 % extra shall be added.
0.1
2618880
261888
... More
E) Hilly region
0.1
2618880
261888
... More
Compound For Metalic Water Tank :
ITEM NO.1- Providing and erecting chain link fencing 1.6M. height with G.I. chain link of size 50 x 50 mm 8 gauge thick and fixed 75 mm above Ground level vertical M.S Angle of 40 x 40 x 6 mm size embedded in C.C. block of 1:4:8 mix of size 450X 450 x 670 mm. at 1.75 M.cc with iron bar 16 mm dia. as bold fast including welding link with angle frame at 30 cm c/c nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. lat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 nm including 3 coats of oil painting etc. complete. Spec. No.: As directed by Engineer in charge.
53.2
2787
148289.68
... More
ITEM NO.2- Providing and fixing MS Gate 2.5 m wide for compound with 40mm dia. GI pipe approved grill work RCCM150, side piller of 25cmx40cmx2.5m height, foundation, finishing, painting etc complete.
1
36449
36449.6
... More
ITEM NO.3- Providing and fixing Wicket Gate 1.0rn wide for compound with 40inim dia. GI pipe approved grill work RCC M150, side piller of 25cmx40cmx2.5mm height, foundation, finishing, painting etc complete.
1
22805
22805.2
... More
ITEM NO.4- Online Chlorination unit -1 unit-2500000lit water chlorination capacity of single cartridge at 1ppm dosing price includes transportation upto site with installation.
1
58500
58500
... More
Annual maintenance & operation of non electric online automatic chlorination fitted online on water supply scheme as mentioned in above item.
5
9000
45000
... More
Subwork No.6:- Distribution System Total Length = 2737 m 63 ø mm to 75 ømm HDPE PN6 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.
63 ø6kg/cm2
1732
112
193984
... More
75 ø6kg/cm2
672
155
104160
... More
90 ø6kg/cm2
333
220
73260
... More
Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.
Couplers 63
17
146
2482
... More
Couplers 75
7
195
1365
... More
Couplers 90
8
254
2032
... More
Equal Tee 63
3
341
1023
... More
Equal Tee 75
2
458
916
... More
LNPE 63 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
3
195
585
... More
LNPE 75 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
2
293
586
... More
LNPE 90 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
2
390
780
... More
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.
Medium Pipe
50 ø
36
413
14868
... More
65 ø
18
524
9432
... More
80 ø
18
689
12402
... More
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 GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.
50 ø
6
5038
30228
... More
65 ø
3
5959
17877
... More
80 ø
3
6158
18474
... More
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5
574.77
181
104320.75
... More
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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. Lift 0 to 1.5
574.77
205
118230.19
... More
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_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
Lift 0 to 1.5
383.18
691
265122.24
... More
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)
Lift 0 to 1.5
383.18
1230
471656.26
... More
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. (Bd-A-10/263)
from excavated stuff
295.45
101
29899.12
... More
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
Working Pressure 6 kg/cm²
63 ø
1732
55
95260
... More
75 ø6kg/cm2
672
59
39916.8
... More
90 ø6kg/cm2
333
82
27472.5
... More
Hydraulic testing of H. D. P. E./ M. D. P. E.
pipe line to specified pressure including cost of
all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position...
63 ø6kg/cm2
1.73
6111
10585.29
... More
75 ø6kg/cm2
0.67
6111
4107
... More
90 ø6kg/cm2
0.33
9168
3053.11
... More
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.
Medium Pipe
50 ø
36
89
3207.6
... More
65 ø
18
129
2336.4
... More
80 ø
18
145
2613.6
... More
Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.
Medium Pipe
50 ø
0.04
9168
330.07
... More
65 ø
0.02
13753
247.56
... More
80 ø
0.02
15280
275.04
... More
Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
50 ø
6
1026
6157.8
... More
65 ø
3
1541
4623.3
... More
80 ø
3
2141
6425.1
... More
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)
12
1901
22822.8
... More
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. (Cement 5.90 bags / cum)
For Road Reconstruction PCC M150
10.5
6469
67925.55
... More
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.
1607.53
101
162681.9
... More
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.)
50 mm
2
3289
6578
... More
65 mm
2
3747
7495.4
... More
Subwork no.7:- INFORMATORY SIGN BOARDS, TRIAL RUN AND CHLORINATION Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge.
For single village
1
30181
30181
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. 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. No. As directed by Engineer in Charge with two coats of greystove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.
1
10912
10912
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