Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date17 Oct 2022
Closing Date17 Oct 2022
Tender Amount₹ 1,08,84,178
Costs
EMD
₹ 1,01,000Document Cost
₹ 5,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_BULDH_842062_1Bid Award Id
ViewTender No
E-TENDER NOTICE NO. 145 /2022-23 3 RD CALLTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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Documents
BOQ Items
In Overbuden
4
6152
1538
In Weathered Rock with Boulder
5
30120
6024
In Weathered Rock/ Soft Rock
6
18504
3084
In Hard Rock other than quartzite
5
20930
4186
MJP CSR 2021-22 P.NO.59 ITEM NO.5
0.01
-
0.01
Supply well 6 m dia & 15 M Deep
0.01
-
0.01
Item No. 1
0.01
-
0.01
Excavation in general in Soft material comprising of soft soil ,hard murum with boulders etc as required in wet or dry condition for head works including removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.
0.01
-
0.01
Lift 0.00 to 1.50 m
217.79
66208
304
Lift 1.50 to 3.00 m
181.05
59927
331
Lift 3.00 to 4.50 m
147.71
52880
358
On the Bank of Nallah
0.01
-
0.01
Item No. 2
0.01
-
0.01
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 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling.
0.01
-
0.01
On the Bank of Nallah
0.01
-
0.01
Lift 4.50 to 6.00 M.
117.75
93140
791
Lift 6.00 to 7.50 M.
42.39
34717
819
Lift 7.50 to 9.00 M.
42.39
35904
847
Lift 9.00 to 10.50 M.
42.39
37091
875
Lift 10.50 to 12.00 M.
42.39
38278
903
Lift 12.00 to 13.50 M.
42.39
39465
931
Lift 13.50 to 15.00 M.
42.39
40652
959
Lift 15.00 to 16.50 M.
42.39
54937
1296
Lift 16.50 to 18.00 M.
42.39
56124
1324
Item No.3
0.01
-
0.01
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
0.01
-
0.01
P.C.C M150 For Foundation
0.01
-
0.01
As per rate analysis
4.07
25500
6266.97
Item No.4
0.01
-
0.01
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.)
0.01
-
0.01
Footing in M300
0.01
-
0.01
Lift 5.00 to 10.00
6.78
58741
8663.94
Item No.5
0.01
-
0.01
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, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-300 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
0.01
-
0.01
Walling ( Lift 0.00 to 5.00 m.)
34.82
336894
9675.31
Walling ( Lift 5.00 to 10.00 m.)
2.49
26500
10642.84
Beam (Lift 0.00 to 5.00 m.)
1.62
14664
9052.31
Item No.6
0.01
-
0.01
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
334.87
28129
84
Item No.7
0.01
-
0.01
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ) etc. complete.
4800
369600
77
Item No.8
0.01
-
0.01
Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing 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.
0.01
-
0.01
Lift 0.00 to 5.00
2.92
193356
66218
Lift 5.00 to 10.00
0.74
51451
69528.9
Item No. 9
0.01
-
0.01
Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts.
39.94
38901
974
Item No. 10
0.01
-
0.01
Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering compaction, etc. complete.
39.94
46250
1158
Item No. 11
0.01
-
0.01
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 detaild design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted/ wided connections and one coats of anticorrosive paint and over it two coats of oil painting etc complete.
0.35
24505
70017
Item No.12
0.01
-
0.01
Providing & fixing G.I. Railing having 1 M. height consisting 50x50x6mm thick M.S. angles as verticals at 1.5M c/c and additional posts at every corner with 3 rows of 25mm 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
15040
916
Item No. 13
0.01
-
0.01
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 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
4
5972
1493
Item No. 14
0.01
-
0.01
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.
14.4
2894
201
Item No. 15
0.01
-
0.01
Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate 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.
0.01
-
0.01
8 mm thick
11.19
57192
5111
Item No. 16
0.01
-
0.01
Carrying out recuparation / Yield test for ascertaining the discharge of constructed well / excavated profile as directed by Engineer - In - Charge. The test carried out by drawing down water from the well / profile below normal / subsoil water level upto full depth rise is recorded. The normal water level / subsoil water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, overload, labours etc. complete as directed.
7
15169
2167
Item No. 17
0.01
-
0.01
Providing and fixing in position C.I. Type dapura steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc. complete as directed by Engineer-in-charge.
29
11223
387
Item No. 18
0.01
-
0.01
Drilling bore well of 115 mm dia. Including transportation charges of required machinery.
0.01
-
0.01
ForHorizontal Bore
120
58800
490
CONSTRUCTION OF SWITCH ROOM 2.50 M X 2.50 M X 3.00 M Size Size
0.01
-
0.01
Item No.1
0.01
-
0.01
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.
7.15
1072
150
Item No.2
0.01
-
0.01
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters 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 back filling etc. complete.
2.88
552
192
Item No.3
0.01
-
0.01
Providing and laying in situ 1:3:6 (M-100) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
1.73
10115
5847.19
Item No.4
0.01
-
0.01
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.)
0.01
-
0.01
Footing M 200
1.33
9644
7251.79
Item No.5
0.01
-
0.01
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, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
0.01
-
0.01
1) Column in M200
0.99
8526
8612.79
2) Beam & Lintel in M200
1.52
12895
8483.79
3) Chajja in M200
0.14
1264
9028.79
4) Slab in M200
1.2
10877
9064.79
Item No.6
0.01
-
0.01
Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing 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.
0.52
34433
66218
Item No. 7
0.01
-
0.01
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.
7.41
622
84
Item No. 8
0.01
-
0.01
Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete.
1.88
2209
1175
Item No. 9
0.01
-
0.01
Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.
2.81
2329
829
Item No. 10
0.01
-
0.01
Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete.
1
9452
9452
Item No.11
0.01
-
0.01
Providing 2nd Class B.B masonary with conventional bricks in CM as below in super structure inner walls / external walls including normal dewatering, striking joints on unexposed faces, raking out joints on exposed faces and watering etc complete in Cement Mortor (1:6)
0.01
-
0.01
In Foundation & plinth
2.22
17591
7924.21
In Super Structure
6.13
49966
8151.21
Item No. 12
0.01
-
0.01
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
4843
4485
Item No. 13
0.01
-
0.01
Providing and fixing steel frame door of angle 50x50x6 mm with mild steel bars 16mmdia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixings hutters including welding, finishing, painting etc. complete complete.
1.89
3526
1866
Item No. 14
0.01
-
0.01
Providing internal cement plaster 12mm 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.
0.01
-
0.01
12 mm thick ( Without neeru finish)
34.66
9467
273.14
Item No. 15
0.01
-
0.01
Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete.
0.01
-
0.01
Neeru finish
34.66
2114
61
Item No. 16
0.01
-
0.01
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 1 kg per 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.
0.01
-
0.01
Sand faced plaster
45.31
28052
619.11
Item No. 17
0.01
-
0.01
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
4395
97
Item No. 18
0.01
-
0.01
Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.
34.66
1490
43
Item No. 19
0.01
-
0.01
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
4337
694
PURE WATER PUMPING MACHINERY
0.01
-
0.01
Item No.
0.01
-
0.01
Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump.
0.01
-
0.01
10 HP Submerssible Pumpset
0.01
-
0.01
14747 LPH Discharge
0.01
-
0.01
99 Head in M. 150 MM Dia.
2
94052
47026
Item No.2
0.01
-
0.01
Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.
0.01
-
0.01
80 mm Dia. G.I. Pipe ( Medium )
42
23142
551
Item No. 3
0.01
-
0.01
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.
0.01
-
0.01
80 mm Dia. G.I. Pipe ( Medium )
42
4956
118
Item No.4
0.01
-
0.01
Providing and Fixing 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)
0.01
-
0.01
MJP CSR 2021-22 P.NO.131 & 135 ITEM NO.1 & 4
0.01
-
0.01
80 mm dia Non return valve
2
11660
5830
Item No. 5
0.01
-
0.01
Providing & fixing 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.
0.01
-
0.01
80 mm dia sluice valve
2
13740
6870
Item No. 6
0.01
-
0.01
Providing & fabricating of suitable size base frame for submerssible pump sets.
2
5908
2954
Item No. 7
0.01
-
0.01
Supplying errecting G.I. pipes A grade errected for enclosing armoured cable 25 mm dia for underground and above ground cable with etc. complete to cover the cable all over.
0.01
-
0.01
25 MM Dia G.I.Pipe
50
10290
205.8
Item No.8
0.01
-
0.01
Making trench in soft soil of suitable width & depth for laying provided L.T cable up to 10 sq.mm complete.As per specification No. CW-EXN-CTR
50
8190
163.8
Item No.9
0.01
-
0.01
Providing and fixing L.T. Panel comprising of ameter, voltmeter switches capacitor, water level guard etc.
0.01
-
0.01
10 HP Pump
1
66311
66311
Item No.10
0.01
-
0.01
Providing & fixing electric cable ( flat ) 4 mm² for submerssible pump complete.
0.01
-
0.01
3 Core 4 Sqmm
150
27562
183.75
Item No. 11
0.01
-
0.01
Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete.
125
9125
73
Item No. 12
0.01
-
0.01
EARTHING Supplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP
2
8899
4449.9
Item No. 13
0.01
-
0.01
Providing & making flanged joints to flanged C.I pipes of all classes/specials etc including cost of all jointing materials ( rubber packing,nut bolts etc),labour,hydraulic testing etc complete.
0.01
-
0.01
80 mm dia
15
3945
263
Item No. 14
0.01
-
0.01
Providing & fixing 100 mm dia. Pressure gauge.
1
869
869
PURE WATER RISING MAIN
0.01
-
0.01
Item No.1
0.01
-
0.01
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.As per IS:4984-2016
0.01
-
0.01
110 mm dia HDPE 6 Kg/cm2 pipe
6300
2809800
446
Item No. 2
0.01
-
0.01
Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete
as per IS-1239/2004.
0.01
-
0.01
100 mm dia G.I Medium Class pipe
60
47100
785
Item No. 3
0.01
-
0.01
Providing & supplying HDPE/C.I /MS /GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
1
142845
142845
Item No. 4
0.01
-
0.01
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.
0.01
-
0.01
As Scoure Valve 80 mm dia. Sluice Valve
4
20528
5132
As Isolation Valve 100 mm dia. Sluice Valve
0.01
-
0.01
Item No. 5
0.01
-
0.01
Providing and supplying Air Valves as per IS- 14845 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 insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete.
0.01
-
0.01
25 mm dia. Single Ball Air Valve
13
13702
1054
Item No.6
0.01
-
0.01
Excavation for foundation / Pipe Trenches in all types of strata including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.(Average Rate)
4452
2086207
468.6
Item No.7
0.01
-
0.01
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters 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 back filling etc. complete.
0.01
-
0.01
Item No.8
0.01
-
0.01
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters 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 back filling etc. complete.
0.01
-
0.01
Item No.9
0.01
-
0.01
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.
0.01
-
0.01
Item No.10
0.01
-
0.01
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20cm layers including watering and compaction complete.
445.2
37396
84
Item No.11
0.01
-
0.01
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 complet 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
0.01
-
0.01
110 mm dia HDPE 6 Kg/cm2 pipe
6300
441000
70
Item No. 12
0.01
-
0.01
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.
0.01
-
0.01
100 mm dia G.I Medium Class pipe
60
7740
129
Item No. 13
0.01
-
0.01
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..
0.01
-
0.01
100 mm dia HDPE 6 Kg/cm2 pipe
6.3
46884
7442
Item No. 14
0.01
-
0.01
Hydraulic testing of G.I.pipeline 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.
0.01
-
0.01
100 mm dia G.I Medium Class pipe
0.06
818
13643
Item No. 15
0.01
-
0.01
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.)
0.01
-
0.01
As Scoure Valve 80 mm dia. Sluice Valve
4
6952
1738
As Isolation Valve 100 mm dia. Sluice Valve
0.01
-
0.01
Item No. 16
0.01
-
0.01
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc complete with initial lift of 1.50m below /above ground level.
31.5
197409
6266.97
Item No. 17
0.01
-
0.01
Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm 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 ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line
0.01
-
0.01
Foundation on Murum and Harder Strata.
0.01
-
0.01
150 mm
13
72514
5578
Item No. 18
0.01
-
0.01
Providing and fixing in position M.S. Air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x3 mm size M.S. angle frame, concre- ting 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.
0.01
-
0.01
25 mm dia. Single Ball Air Valve
13
43589
3353
Item No. 19
0.01
-
0.01
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
0.01
-
0.01
Chamber size 60X45X120 cm
4
32188
8047
(Rs.6565.00+Rs.1452.00=Rs.8047.00)
0.01
-
0.01
Item No.20
0.01
-
0.01
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
3914.86
328848
84
RCC ESR CAPACITY 40000 Liter 12 Meter Staging
0.01
-
0.01
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 4.5M. Centre to centre for ESR having capacity upto 500cum and not more than 6 m. c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 M. 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 desing, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicatiors, lightening conductor, G.I. pipe railing around walk
0.01
-
0.01
way and top slab, providing spiral stairecase from ground level to roof level & stainless steel ladder in container, MS grill gate of 2 M. height with locking arrangement of approved design BB masonary chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & antitermite treatment for underground 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 the directions of Engineer-in-charge
0.01
-
0.01
Note :-
0.01
-
0.01
1) The design of the structure shall be in accordance with relevant (IS 456-1987,IS 875-1987, IS 3370 - 1965or revised)
0.01
-
0.01
2) The design shall satisfy the stipulations as per IS 1983- 1984 and IS 13920 / 1993 for seismic force and IS 11682/1985 for RCC staging of overhead tanks.
0.01
-
0.01
3)For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatary.
0.01
-
0.01
4) The entire structure shall be in M-250 mix only.However concrete in contact with water such as container , base slab , wall ,roof slab & footing in water born area shall be in M-300.
0.01
-
0.01
5) Plain round mild steel bars grade I confirming to IS 432 part -I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed
0.01
-
0.01
6) Irrespective of the type of foundation proposed in the design one set of bracing be provided at the ground level.
0.01
-
0.01
7) These rates include providing M.S.ladder for ESR's upto 2 lakh liters capacity and providing spiral staircase for ESR above 2 lakh lit. capacity.
0.01
-
0.01
8) Staging height will have to be designed with stresses of M-200 concrete.However all RCC construction should be done in m 250 except concrete in contact with water shall be designed & constructed in M300.
0.01
-
0.01
9) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struch at shallow depth extra provision of dewatering shall be made as per site condition.
0.01
-
0.01
10) All conditions given in the Member Secretary's Circular No.MJP/TS-1/350/1668 Dt.2.8.97 and MJP/S-1/350/2127 Dt.13.7.99 shall be strictly followed and additional cost if any, due to these conditions is included in the rates mentioned below.
0.01
-
0.01
11) 75% part rate shall be payable for reinforcement cocrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness in given and till that work shall be treated as incomplete.
0.01
-
0.01
12) The rates as indicated in the table are excluding the cost of pipes, specials, valves required for inlet, outlet, washout, overflow and bypass arrangements. The scope of the pipe assembly work shall be upto 5 M. beyond outside face of the outremost column.
0.01
-
0.01
13) For ESR upto 500 cum capacity CIDF pipes upto 300 mm dia shall be provided and specials should be used. For ESR above 500 cum, M.S. pipes and M.S. specials (minimum 8mm thick uo to 500mm dia. & 10 mm thickness above 500 mm dia.) shall be used with proper anticorrosive epoxy treatment from inside and outside
0.01
-
0.01
14) Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT / sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of LS item of ESR. For Extra Item due to change from individual foundation to raft actual increase in concrete and steel be paid as per relevent DSR Item.
0.01
-
0.01
15) The rates shall be increased by 30 % for bearing piles upto depth of 10 m and for further increaseed in depth by 5 m each it shall be increased by another 10 5 .These rates are applicable where raft is not feasible for pile foundation sufate 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.
0.01
-
0.01
16) These rates are applicable for staging height of 12 m .These rates shall be increased or decreased for per meter variation in the staging height as below. 12 to 16 M staging 2% per m 16 to 20 M staging 3% per m 20 M and above 4% per m
0.01
-
0.01
17) Following rates are for seismic zone-III , for Seismic zone-IV these rates shall be increased by 5%, and for Seismic zone-II these rates shall be decreased by 5%
0.01
-
0.01
RCC ESR CAPACITY 40000 Liter 12 Meter Staging
1
1009523
1009523
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.,
0.01
-
0.01
100 mm dia CIDF pipes
85
154105
1813
mm dia CIDF pipes
0.01
-
0.01
mm dia CIDF pipes
0.01
-
0.01
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.
0.01
-
0.01
100 mm dia CIDF Sluice Valve
3
20505
6835
0mm dia CIDF Sluice Valve
0.01
-
0.01
0mm dia CIDF Sluice Valve
0.01
-
0.01
Item No. 4 :-
Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete.
0.01
-
0.01
Diameter 80 mm to 300 mm
250
18250
73
DISTRIBUTION SYSTEM
0.01
-
0.01
Item No. 1
0.01
-
0.01
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).
0.01
-
0.01
160 mm dia pvc 4 kg/cm2
0.01
-
0.01
140 mm dia pvc 4 kg/cm2
0.01
-
0.01
110 mm dia pvc 4 kg/cm2
0.01
-
0.01
90 mm dia pvc 4 kg/cm2
300
37200
124
75 mm dia pvc 4 kg/cm2
300
26700
89
Item No. 2
0.01
-
0.01
Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete
as per IS-1239/2004.
0.01
-
0.01
90 mm dia G.I pipe medium class
18
9918
551
Item No. 3
0.01
-
0.01
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.
0.01
-
0.01
65 mm dia CIDF Sluice valve
8
39728
4966
80 mm dia CIDF Sluice valve
2
10264
5132
100 mm dia CIDF Sluice valve
0.01
-
0.01
150 mm dia CIDF Sluice valve
0.01
-
0.01
Item No. 4
0.01
-
0.01
Providing and supplying PVC/C.I/G.I. Specials.
1
7382
7382
( 10% of pipes cost)
0.01
-
0.01
Item No. 5
0.01
-
0.01
Excavation for foundation / Pipe Trenches in all types of strata including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.(Average Rate)
432.6
236718
547.2
Item No.6
0.01
-
0.01
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters 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 back filling etc. complete.
0.01
-
0.01
Item No.7
0.01
-
0.01
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters 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 back filling etc. complete.
0.01
-
0.01
Item No.8
0.01
-
0.01
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other 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.
0.01
-
0.01
Item No.9
0.01
-
0.01
Lowerig and laying and jointing with PVC 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 giving satisfactory hydraullic testing as per IS Code etc complete (with cement sovlentjoint / ring fit joint working pressure 4 Kg./Sqm.)
0.01
-
0.01
160 mm dia pvc 4 kg/cm2
0.01
-
0.01
140 mm dia pvc 4 kg/cm2
0.01
-
0.01
140 mm dia pvc 4 kg/cm2
0.01
-
0.01
90 mm dia pvc 4 kg/cm2
300
9300
31
75 mm dia pvc 4 kg/cm2
300
7500
25
Item No. 10
0.01
-
0.01
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.
0.01
-
0.01
80 mm dia G.I pipe medium class
18
2124
118
Item No. 11
0.01
-
0.01
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.
0.01
-
0.01
160mm dia pvc 4 kg/cm2
0.01
-
0.01
140mm dia pvc 4 kg/cm2
0.01
-
0.01
110mm dia pvc 4 kg/cm2
0.01
-
0.01
90mm dia pvc 4 kg/cm2
0.3
1116
3721
75 mm dia pvc 4 kg/cm2
0.3
744
2481
Item No. 12
0.01
-
0.01
Hydraulic testing of G.I.pipeline 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.
0.01
-
0.01
80 mm dia G.I pipe medium class
0.02
223
12403
Item No. 13
0.01
-
0.01
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.)
0.01
-
0.01
65 mm dia CIDF Sluice valve
8
10008
1251
80 mm dia CIDF Sluice valve
2
3476
1738
100 mm dia CIDF Sluice valve
0.01
-
0.01
150 mm dia CIDF Sluice valve
0.01
-
0.01
Item No. 14
0.01
-
0.01
Providing and fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavattion in all types of strata and fixing in murum packing etc. complete.
0.01
-
0.01
100 MM X 225 MM (20 KG/ NO)
10
15440
1544
225 MM X 300 MM (40 KG/ NO)
0.01
-
0.01
Item No. 15
0.01
-
0.01
Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete.
418.87
35184
84
Item No. 16
0.01
-
0.01
Providing and laying in situ 1:2:4(M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
10.5
65803
6266.97
MISCELLANOUS WORKS
0.01
-
0.01
Item No. 1
0.01
-
0.01
Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm 8 guage thick and fixed 75 mm above Ground level on vertical M.S Angle of 40 x 40 x 6 mm size including 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 16 mm 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 sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete.
57.5
132595
2306
Item No.2
0.01
-
0.01
Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, 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.
1
31862
31862
Trial & Run of Scheme
0.01
-
0.01
Item No. 1
0.01
-
0.01
Commissioning running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator valveman, etc as per requirements of the scheme and who should also administer chemical dose for a period of 1 year 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.
0.01
-
0.01
For Single Village
3
78732
26244
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