Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Oct 2022
Closing Date11 Oct 2022
Tender Amount₹ 1,07,54,127
Costs
EMD
₹ 1,08,000Document Cost
₹ 5,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_BULDH_840816_1Bid Award Id
ViewTender No
E-TENDER NOTICE NO. /2022-23 2 ND CALLTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
b) In weathered rock with boulders
5
-
6024
c) In weathered rock / soft rock
6
-
3084
d) In hard rock other than quartzite
5
-
4186
Supply well 6 m dia & 18m Deep
-
-
-
ItemNo. 1
-
-
-
Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling
-
-
-
Lift 0.00 to 1.50 m.
217.79
-
464
Lift 1.50 to 3.00 m.
181.05
-
491
Lift 3.00 to 4.50 m.
147.71
-
518
On the Bank of River
-
-
-
ItemNo. 2
-
-
-
Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M
-
-
-
and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, excluding refilling.
-
-
-
Lift 4.50 to 6.00 m.
117.75
-
1100
Lift 6.00 to 7.50 m.
42.39
-
1128
Lift 7.50 to 9.00 m.
42.39
-
1156
Lift 9.00 to 10.50 m.
42.39
-
1184
Lift 10.50 to 12.00 m.
42.39
-
1212
Lift 12.00 to 13.50 m.
42.39
-
1240
Lift 13.50 to 15.00 m.
42.39
-
1268
Lift 15.00 to 16.50 m.
42.39
-
1296
Lift 16.50 to 18.00 m.
42.39
-
1324
ItemNo.3
-
-
-
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)
-
-
-
P.C.C. M150 For Foundation
4.07
-
5675.82
ItemNo.4
-
-
-
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)
-
-
-
Footing in M300
-
-
-
Lift 5.00 to 10.00 M
6.78
-
8571.89
ItemNo.5
-
-
-
Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever
-
-
-
necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)
-
-
-
Walling ( Lift 0.00 to 5.00 m.)
34.82
-
9271.47
Walling ( Lift 5.00 to 10.00 m.)
2.49
-
10198.6
Beam ( Lift 0.00 to 5.00 m.)
1.62
-
8648.47
ItemNo.6
-
-
-
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.
-
-
-
MJP CSR 2021- 22 P.NO. 45. ITEM NO. 15
404.01
-
84
ItemNo.7
-
-
-
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. (Bd-A- 9/261)
4800
-
77
ItemNo.8
-
-
-
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). (Bd-F- 17/306)
-
-
-
( Lift 0.00 to 5.00 m.)
2.92
-
84527
( Lift 5.00 to 10.00 m.)
0.74
-
88753.35
ItemNo.9
-
-
-
Providing and filling around the well bouldersfilling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts.
39.94
-
974
ItemNo.10
-
-
-
Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering and compaction, etc. complete. (Bd-A-13/264)
39.94
-
1158
ItemNo.11
-
-
-
Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerin- charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd- C-6/277)
0.35
-
70017
ItemNo.12
-
-
-
Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.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 and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.
16.42
-
916
ItemNo.13
-
-
-
Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as
-
-
-
stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
4
-
1493
ItemNo.14
-
-
-
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.
14.4
-
201
ItemNo.15
-
-
-
Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge
-
-
-
8 mm Thick
11.19
-
5111
ItemNo.16
-
-
-
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 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.
-
-
-
Lps less than 25,000
7
-
2167
ItemNo.17
-
-
-
Providing and fixing in position Cl dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
29
-
387
ItemNo.18
-
-
-
Drilling Bore well of 115 mm dia. Including Transportation charges of requied machinery. For Horizontal Bore
120
-
490
CONSTRUCTION OF SWITCH ROOM 2.50 X3.00 M SIZE
-
-
-
ItemNo. 1
-
-
-
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259)
-
-
-
Lift 0.00 to 1.50 m.
7.15
-
150
ItemNo. 2
-
-
-
Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-3/259)
2.88
-
192
ItemNo.3
-
-
-
Providing and laying in situ Cement Concrete M-10 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)
-
-
-
P.C.C. M100 For Foundation
-
-
-
As per rate analysis
1.73
-
5717.81
ItemNo.4
-
-
-
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and
-
-
-
M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)
-
-
-
Footing in M200
1.33
-
7134.79
ItemNo.5
-
-
-
Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)
-
-
-
1) Column M200
0.99
-
1455.79
2) Beam &Lintel in M200
1.52
-
8366.79
3) Chajja in M200
0.14
-
7792.62
4) slab in M200
1.2
-
8947.79
ItemNo.6
-
-
-
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). (Bd-F- 17/306)
0.52
-
73502
ItemNo.7
-
-
-
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.
-
-
-
MJP CSR 2021- 22 P.NO. 45. ITEM NO. 15
-
-
-
ItemNo.8
-
-
-
Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264)
-
-
-
MJP CSR 2021- 22 P.NO. 46. ITEM NO. 18
-
-
-
ItemNo.9
-
-
-
Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263)
-
-
-
MJP CSR 2021- 22 P.NO. 46. ITEM NO. 17
-
-
-
ItemNo.10
-
-
-
Providing internal & External Electrification of Swith room including cost of all material & labour shown in rate analysis etc. complete.
-
-
-
Rate Analysis
1
-
9902
ItemNo.11
-
-
-
Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete.
-
-
-
In Foundation & Plinth
2.22
-
9134.97
In Supper Structure
6.13
-
9361.97
ItemNo.12
-
-
-
Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.)
1.08
-
4485
ItemNo.13
-
-
-
Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete.
1.89
-
1866
ItemNo.14
-
-
-
Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.
34.66
-
277.08
ItemNo.15
-
-
-
Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete.
34.66
-
61
ItemNo.16
-
-
-
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
45.31
-
619.65
ItemNo.17
-
-
-
Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
45.31
-
97
ItemNo.18
-
-
-
Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete
34.66
-
43
ItemNo.19
-
-
-
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.
6.25
-
694
PURE WATER PUMPING MACHINERY
-
-
-
ItemNo. 1
-
-
-
Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± I 0%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.
-
-
-
10 H.P.submersible pump set
2
-
47026
15930 LHP Discharge . 76 M Head
-
-
-
ItemNo. 2
-
-
-
Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-
-
-
-
1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.
-
-
-
80 mm dia. G.I. pipe ( Medium)
42
-
551
ItemNo.3
-
-
-
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.
42
-
118
ItemNo.4
-
-
-
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)
-
-
-
80 mm dia Non return valve
2
-
5830
ItemNo.5
-
-
-
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.
2
-
6870
80 mm dia. Sluice valve
-
-
-
ItemNo.6
-
-
-
Providing & Fibricating of suitable size base frame for submerssible pump sets.
2
-
2954
ItemNo.7
-
-
-
upplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE
50
-
205.8
ItemNo.8
-
-
-
Making trench of suitable width and depth in soft soil for laying provided LT cable up to and including 16 sq.mm complete as per specification no. CW-EXN-CTR
50
-
163
ItemNo.9
-
-
-
Providing and fixing L.T. Pannel comprising of ameter voltmeter switches capacitor waster level guard etc.
-
-
-
5.00 H.P. Pump
1
-
49787
ItemNo.10
-
-
-
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.
-
-
-
3 Core 4 Sqmm
150
-
183.75
ItemNo.11
-
-
-
Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete.
-
-
-
80 to 300 mm dia
125
-
73
ItemNo.12
-
-
-
Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP
2
-
4449.9
ItemNo.13
-
-
-
Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete.
-
-
-
80 mm dia.
15
-
263
ItemNo.14
-
-
-
Providing & Fixing 100 mm dia. Pressure gauge .
1
-
869
PURE WATER RISING MAIN
-
-
-
ItemNo. 1
-
-
-
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
-
-
-
90 mm dia. HDPE 6 Kg/Cm2 pipe
2130
-
244
ItemNo. 2
-
-
-
Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.
-
-
-
100 mm dia. G.I. pipe ( Medium)
30
-
785
ItemNo. 3
-
-
-
Providing &Suppling HDPE / C.I. / M.S. /G.I. specials ( 5% of cost of pipe shall be considered precent of specials for estimate Purpose. )
-
-
-
100 mm dia. G.I. pipe ( Medium)
1
-
27164
ItemNo. 4
-
-
-
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.
-
-
-
As Scoure Valve
2
-
5132
80 mm dia. Sluice valve
-
-
-
As Isolation valve
-
-
-
100 mm dia. Sluice valve
-
-
-
ItemNo. 5
-
-
-
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.
-
-
-
Type - PN -1
6
-
1054
20 mm dia. Air Valve Single Ball Flanged / Screwed
-
-
-
ItemNo. 6
-
-
-
Excavation for foundation / pipe trenches inearth, soils of all types, sand, gravel and soft murum, Hard Murum , soft rock , Hard rock including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259)
1640.1
-
441.55
ItemNo. 7
-
-
-
Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-3/259)
-
-
-
MJP CSR 2021- 22 P.NO.42 ITEM NO.3
-
-
-
ItemNo. 8
-
-
-
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in- charge, normal dewatering, preparing the bed for
-
-
-
foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
-
-
-
MJP CSR 2021- 22 P.NO.42 ITEM NO.5
-
-
-
ItemNo. 9
-
-
-
Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259)
-
-
-
MJP CSR 2021- 22 P.NO.43 ITEM NO.6
-
-
-
ItemNo. 10
-
-
-
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)
223.65
-
84
ItemNo. 11
-
-
-
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 dia. HDPE 6 Kg. /Cm2 pipe
2130
-
67
ItemNo.12
-
-
-
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.
30
-
129
ItemNo. 13
-
-
-
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..
-
-
-
90 mm dia. HDPE 6 Kg. /Cm2 pipe
2.13
-
7442
ItemNo. 14
-
-
-
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.
-
-
-
100 mm dia. G.I. Medium Class pipe
0.03
-
13643
ItemNo. 15
-
-
-
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.)
-
-
-
As Scoure Valve
2
-
1738
80 mm dia. Sluice valve
-
-
-
As Isolation valve
-
-
-
100 mm dia. Sluice valve
-
-
-
ItemNo. 16
-
-
-
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)
21
-
6144.47
ItemNo. 17
-
-
-
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.)
-
-
-
Foundation on Murum and Harder Strata.
6
-
5578
150 mm dia pipe line
-
-
-
ItemNo. 18
-
-
-
Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge
-
-
-
25 mm dia. Single Ball Air valve
6
-
2388
ItemNo. 19
-
-
-
Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
-
-
-
Chamber size 60 x45 x120 cm
2
-
8047
( Rs. 6565.00 + Rs. 1452.00 =8047.00)
-
-
-
ItemNo. 20
-
-
-
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.
1381.91
-
84
R.C.C ESR CAPACITY 100000 Litter 12 Meter Staging
-
-
-
ITEM NO. 1
-
-
-
Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. providing and fixing accessories such as M.S. ladder outside ,stainless steel ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.
-
-
-
Notes:
-
-
-
1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised)
-
-
-
2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.
-
-
-
3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.
-
-
-
4. The entire structure shall be in M/250 mix only. However concrete in conctact with water such as container, base slab, wall, roof slab & footing in water borne area shall be M-300
-
-
-
5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
-
-
-
6. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.
-
-
-
7. These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.
-
-
-
8. Stagging shall have to be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 except concrete in contact with water shall be designed & constructed in M-300
-
-
-
9. These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.
-
-
-
10. All condition given in the Member Secretary"s Circular No.MJP/TS-I/350/1668 dt. 2.8.97 and MJP/S-I/350/2127 dt. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.
-
-
-
11. 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treated as incomplete.
-
-
-
12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.
-
-
-
13. For ESR upto 500cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S. pipes assembly with minimum 8mm thick ness up to 500mm dia. And minimum 10mm thickness above 500mm dia can be used with proper anti-corrosive epoxy teratment from inside and outside.
-
-
-
14. Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item.
-
-
-
15. The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not reasible for pile foundation sulfate resistant cement shall only be used. Single pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR.
-
-
-
16. These rates are applicable for staging height of 12 M These rates shall be increased or decreased for per metre variation in the staging height as below
-
-
-
12 to 16 M staging 2% per metre
-
-
-
16 to 20m staging 3% per meter
-
-
-
20 M and abovd - 4% per metre
-
-
-
I.e. for 17m stagging height
-
-
-
percentage calculation will be like below
-
-
-
12 to16m = 4 x 2 = 8%
-
-
-
16 to 17 m x 1 x 3 = 3%
-
-
-
For 21 m stagging height
-
-
-
Percentage calculation will be like below
-
-
-
12 to 16m = 4 x 2 = 8%
-
-
-
16 to 20m = 4 x 3 = 12%
-
-
-
20 to 21m = 1 x 4 = 4%
-
-
-
17. Following rates are for seismic zone-III for Zone-IV these rates shall be increased by 5% and for Zone-II, these rates shall be decreased by 5% concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones( Seismic maps attached in this C.S.R.)
-
-
-
Note:
-
-
-
1) Condition from Sr.No.1 to 9 shall form a part and parcel of the tender papers and shall be included in the DTP for works of R.C.C.E.S.R.
-
-
-
2) Condition from Sr.No.10 to 17 are for estimation purpose only and shall not be appear in the tender.
-
-
-
RCC ESR CAPACITY 100000 Litter 12 m staging
1
-
1810341
Item No. 2
-
-
-
Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge
-
-
-
100 mm dia. CIDF pipes
92
-
1813
Item No.3
-
-
-
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
100 mm dia.Sluice valves - PN -1 (Without by pass)
4
-
6835
ITEM NO.4
-
-
-
Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete.
-
-
-
Diameter 80 mm to 300 mm
300
-
73
DISTRIBUTION SYSTEM
-
-
-
ItemNo. 1
-
-
-
Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).
-
-
-
140 mm dia. PVC 4 Kg/Cm2 pipe
128
-
451
110 mm dia. PVC 4 Kg/Cm2 pipe
22
-
269
90 mm dia. PVC 4 Kg/Cm2 pipe
290
-
197
75 mm dia. PVC 4 Kg/Cm2 pipe
3526
-
142
ItemNo. 2
-
-
-
Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.
-
-
-
80 mm dia. G.I. pipe ( Medium)
30
-
551
ItemNo. 3
-
-
-
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
65 mm dia. CIDF sluice valve
10
-
4966
80 mm dia. CIDF sluice valve
4
-
5132
100 mm dia. CIDF sluice valve
2
-
6835
ItemNo. 4
-
-
-
Providing and supplying PVC /C.I. /G.I. Specials (10%) of pipes cost.
1
-
58027
ItemNo. 5
-
-
-
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, Hard murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259)
2707.6
-
213.2
ItemNo. 6
-
-
-
Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-3/259)
-
-
-
MJP CSR 2021- 22 P.NO.42 ITEM NO.3
-
-
-
ItemNo. 7
-
-
-
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in- charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
-
-
-
MJP CSR 2021- 22 P.NO.42 ITEM NO.5
-
-
-
ItemNo. 8
-
-
-
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-
-
-
-
charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259)
-
-
-
MJP CSR 2021- 22 P.NO.43 ITEM NO.7
-
-
-
ItemNo. 9
-
-
-
Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).
-
-
-
140 mm dia. PVC 4 Kg/Cm2 pipe
128
-
41
110 mm dia. PVC 4 Kg/Cm2 pipe
22
-
35
90 mm dia. PVC 4 Kg/Cm2 pipe
290
-
31
75 mm dia. PVC 4 Kg/Cm2 pipe
3526
-
25
ItemNo.10
-
-
-
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
-
-
-
80 mm dia. G.I. pipe medium class
30
-
118
ItemNo.11
-
-
-
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.
-
-
-
140 mm dia. PVC 4 Kg/Cm2 pipe
0.13
-
4961
110 mm dia. PVC 4 Kg/Cm2 pipe
0.02
-
3721
90 mm dia. PVC 4 Kg/Cm2 pipe
0.29
-
3721
75 mm dia. PVC 4 Kg/Cm2 pipe
3.53
-
2481
ItemNo. 12
-
-
-
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.
-
-
-
80 mm dia. G.I. Medium Class pipe
0.03
-
12400
ItemNo. 13
-
-
-
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.)
-
-
-
65 mm dia. CIDF Sluice valve
10
-
1251
80 mm dia. CIDF Sluice valve
4
-
1738
100 mm dia. CIDF Sluice valve
2
-
2272
ItemNo. 14
-
-
-
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)
14
-
1544
225 mm x 300 mm (40 kg)
2
-
3043
ItemNo. 15
-
-
-
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.
2357.24
-
84
MJP CSR 2021-22 P.No. 45 I.No. 15
-
-
-
ItemNo. 16
-
-
-
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)
332.85
-
6144.47
TRIAL RUN
-
-
-
ItemNo. 1
-
-
-
Commissioning, running andmaintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.
-
-
-
For single village without WTP
3
-
26244
MISCELLANOUS WORK
-
-
-
ItemNo. 1
-
-
-
Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete.
60
-
2306
ItemNo.2
-
-
-
Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia G.I. pipe,
-
-
-
approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting, etc. complete
-
-
-
80 mm dia. G.I. pipe ( Medium)
1
-
31865
DISMANTLING WORK
-
-
-
ItemNo. 1
-
-
-
Dismantling of ESRs of various capacities and heights using crane (10 MT capacity) and handing over M.S./ C.I./G.I. pipes, valves, bends, etc. to the Department. However taking steel reinforcement by the dismantling agency including removing dismantled materials from site and disposing them at suitable place as directed, etc. complete
-
-
-
ItemNo. 1
30000
-
2.41
ItemNo.2
-
-
-
Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.
2.38
-
357
ItemNo. 3
-
-
-
Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc.
8.91
-
315
ItemNo.4
-
-
-
Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.
1.31
-
1366
ItemNo. 5
-
-
-
Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete.
1
-
147
ItemNo. 6
-
-
-
Removing ventilators and small windows with frame and stacking the materials with all leads, lifts etc. complete.
1
-
125
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