Rural Development Department Tender
... More
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date16 Feb 2022
Closing Date8 Mar 2022
Tender Amount₹ 1,35,60,738
Costs
EMD
₹ 1,36,000Document Cost
₹ 5,600Tender Fee
Refer Documents
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
2022_BULDH_769227_1Bid Award Id
ViewTender No
E-TENDER NOTICE NO.158/2021-22 1 ST 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
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Lift 0.00 to 1.50
237.55
-
464
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Lift 1.50 to 3.00
199
-
491
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Lift 3.00 to 4.50
163.96
-
518
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Lift 4.50 to 6.00
129.82
-
545
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Lift 6.00 to 7.50
63.59
-
572
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Item No. 2
0.01
-
0.01
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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 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
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Lift 6.00 to 7.50
25.12
-
1128
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Lift 7.50 to 9.00
75.36
-
1156
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Lift 9.00 to 10.50
75.36
-
1184
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Lift 10.50 to 12.00
75.36
-
1212
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Lift 12.00 to 13.50
75.36
-
1240
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Lift 13.50 to 15.00
75.36
-
1268
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Item No.3
0.01
-
0.01
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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 of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ) etc. complete.
4800
-
77
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Item No.4
0.01
-
0.01
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Carrying out Recuperation/Yield test for ascerting the discharge of constructed well/escavated profile as directed by Engineer-In -Charge . The test carried out drawing down of water from profile below normal /subsoil water level up to full depth of water level is recorded as well strainer /sunction level at pump as per design of W.S scheme shall be recorded prior to the including cost all materials ,overheads ,labour,etc completed as directed.
7
-
2167
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Item No.5
0.01
-
0.01
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Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/
quartzite/ gneiss metal for foundation and bedding including normal dewatering, form ,
compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad,
Rajashree, etc. cement is permitted.)
0.01
-
0.01
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PCC M-150
3.47
-
6124.39
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Item No.6
0.01
-
0.01
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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, 'plywood formwork, bully/steel prop-ups, 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)
(excluding M.S, or Tor reinforcement
0.01
-
0.01
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A) For Foundation Beams
0.01
-
0.01
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Below G.L
0.01
-
0.01
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Lift 5.00 To 10.00 M
8.67
-
9785.34
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Above G.L
0.01
-
0.01
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Lift 0.0 to 5.00 M
5.2
-
8923.34
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B) Vertical Walls
0.01
-
0.01
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Below G.L
0.01
-
0.01
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Vetrical Wall Lift 0.00 to 5.00 M
28.91
-
9546.34
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Vetrical Wall Lift 5.00 to 10.00 M
11.85
-
10471.34
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Above G.L
0.01
-
0.01
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Vetrical Wall Lift 0.00 to 5.00 M
11.56
-
9546.34
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Item No.7
0.01
-
0.01
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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, 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).
0.01
-
0.01
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Lift 0.00 to 5.00 M
3.2
-
73502
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Lift 5.00 to 10.00 M
1.44
-
80852
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Item No.8
0.01
-
0.01
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Refilling 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
414.33
-
84
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Item No.9
0.01
-
0.01
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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.
39.19
-
1255.05
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Item No.10
0.01
-
0.01
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Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering compaction etc complete.
39.19
-
1803.46
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Item No.11
0.01
-
0.01
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Providing and fixing in position C.I. Type dapuri 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.
37
-
387
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Item No.12
0.01
-
0.01
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Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of ticorrosive paint and over it two coats of oil painting, of approved quality and shade, etc.complete.
0.79
-
70017
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Item No.13
0.01
-
0.01
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Providing and fixing M.S. chaquerred plate flooring of following thickness supported M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint,
18.1
-
5111
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Item No.14
0.01
-
0.01
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Drilling of bore well following dia by DTH machine including transportation of machine at site
0.01
-
0.01
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( As Per GSDA )
120
-
490
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Trench Gallery L- 100 mtr
0.01
-
0.01
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Item No. 1
0.01
-
0.01
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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 Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, guarding, disposing off surplus excavated stuff
within a radius of 0.5 km. as directed by Engineerin- charge, etc. complete excluding refilling..
0.01
-
0.01
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Lift 0.00 to 1.50
300
-
464
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Item No. 2
0.01
-
0.01
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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 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
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Lift 1.50 to 3.00
225
-
1043
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Item No.3
0.01
-
0.01
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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 of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ) etc. complete.
3600
-
77
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Item No.4
0.01
-
0.01
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Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, spection,transportation, etc. complete including cost of RCC collar, etc. complete.
0.01
-
0.01
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450 mm dia
100
-
4411
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Item No.5
0.01
-
0.01
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Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts cost of jointing material, labour, etc. complete as directed by Engineer-in-charge.
0.01
-
0.01
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450 mm dia
100
-
246
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Item No.6
0.01
-
0.01
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Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-incharge
0.01
-
0.01
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40 mm Pebbles
84.1
-
1688
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12 to 20 mm Pebbles
100
-
1988
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6 To 12 mm Pebbles
60
-
2239
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Sand less than 6 mm
60
-
1420
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Item No.7
0.01
-
0.01
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Providing and spreading around the well 1 mm thick polyethylene sheet complete as directed by Engineer-in-charge.
0.01
-
0.01
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Lift 0.00 to 5.00 M
800
-
25
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Item No.8
0.01
-
0.01
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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
220.9
-
84
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Approach Bund . L -50 Mtr long
0.01
-
0.01
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Item No. 01
0.01
-
0.01
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Filling in plinth and Floors /trenches with contractors murum for bedding in 15 cm to 20 cm layers including watering and compaction complete.
167.63
-
1096.97
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Item No. 02
0.01
-
0.01
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Providing and laying in position trap/granite/quartizite/gnesis stone of approved quality for aprons on U/S and D/s sides as per drawing and as directed(Weight of stones 40 Kg)
27
-
1176.27
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Pumping Machinery 10.0 Bhp, 68 mtr Head, Discharge 19676 LPH.
0.01
-
0.01
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Item No. 1 : Submercible pump set 150 mm Dia :-
0.01
-
0.01
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Providing Pump and Erecting and giving test of submercible pump sets confirming to IS 8034/1976 and motor confirming to Is 9283/1979 pump shall be against 109 mtr delivery heads with stainless steel impeller shaft and bronze including impleller shall be dunamically balanced motor suitable for working 380/440 voltage 3 Ph 50 Hz AC supply cable guard ,thrust carban fiber bearing to proof winding shall be suitanle out let as per recomandation of manufactures Anti rust stream lined non return valve shall be provided with the pump submercible sunction flat cable shall be provided along with pump & 2 pair of erection columns etc completed
0.01
-
0.01
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10 BHP, 68 Mtr Head, 19676 Discharge Per Hour
2
-
47026
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Item No.2 : Vertical Drop Pipe
0.01
-
0.01
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Providing ,Erecting, Commissioning and testing of Vertical drop Pipe of 80 mm Dia size G.I Pipe B Class duly 3 mtrs /1,5 mtrs in length in Heavy duty flanges /couplings etc complete.
0.01
-
0.01
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80 mm dia
72
-
785
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Item No. 3 : Reflux Valve :-
0.01
-
0.01
... More
Providing and Erecting with giving test CIDF Reflux Valve single door type water works quality with joining to pipe works (Including all hardwares and packing )confirming to IS 5312 of following rating without bypass arrangement with gum metal sheats excluding cc foundation/ structural steel support etc completed.
2
-
6376
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Item No. 4: Sluice Valve :-
0.01
-
0.01
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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
... More
80 mm Dia
2
-
6870
... More
Item No. 5 : Pressure Gauge :-
0.01
-
0.01
... More
Designing, providing, erecting & testing of pressure guage complete with siphon tube, isolaing cock arrangement etc. having range 0 to 70 Kg. & size 100 mm dia
2
-
861
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Item No. 6 : Panel :-
0.01
-
0.01
... More
Designing, providing, installing & testing of Godrej type LT panel board suitable for 7.50H.P. twin pumps with all accessories as per rate analysis attached herewith
0.01
-
0.01
... More
( As Per Rate Analysis )
1
-
80990
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Item No. 7 : Electronic motor Protection Relay
0.01
-
0.01
... More
Providing ,installing in Panel EMPR for protection like overload phase failure ,locked rotor,phase reversal with trip indication and adjustable over current function ,Din trail etc completed
1
-
10249
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Item No. 8 (A) : Sub-Cable :-
0.01
-
0.01
... More
Supplying erecting and terminating XLPE armoured cable 3 core 10 sq mm copper conductor continuous 5.48 sq mm (12 SWG) G.I earth wire complete erected with glands and lugs, on wall specifications no.CB-LT/CU
75
-
357
... More
Item No. 8 (B) : Submercible cable :-
0.01
-
0.01
... More
Supplying & erecting Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.1100 volts grade 3 core, Min. size of 6 sq.mm from Starter to motor including required all lugs, cable glands etc complete.
200
-
242.55
... More
Item No.9 : Earthing :-
0.01
-
0.01
... More
Providing Double earthing to installation motors LT Panel board starters ,switches etc complete
2
-
5595
... More
Item No.10 : C.I Specials And Flanged
0.01
-
0.01
... More
Providing, erecting and testing of required size of C.I Specials and Flanged type etc completed.
200
-
73
... More
Item No.11 : Flanged Joints
0.01
-
0.01
... More
Providing and making flanged joints to Flanged C.I Pipes and Specials
20
-
263
... More
Item No.12 : Tools
0.01
-
0.01
... More
Supplying Tools of approved make and standard specifications as per list & fixing /handling over all as per direction of Engineer-in - Charge etc completed.
0.01
-
0.01
... More
(As Per Rate Analusis )
1
-
1640
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Item No.13 : PVC Pipe
0.01
-
0.01
... More
Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent joints including cost of couplers as per IS specifications No.4985/1988 excluding GST leived by GOI and GOM etc completed.
0.01
-
0.01
... More
63 mm Dia 4 Kg/cm2 for Under Ground Cable
200
-
63
... More
Item No.14 : Excavation For Pipeline
0.01
-
0.01
... More
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum 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.
140
-
150
... More
Item No.15:
0.01
-
0.01
... More
Lowering ,laying and jointing PVC pipes and specials of following dia including cost of conveyance of carting etc completed.
100
-
20
... More
Item No.16: C C Foundations
0.01
-
0.01
... More
Providing and casting Cement Concrete foundation for bend Pipes ,Panel etc in 1:2:4 etc complete
1
-
5775.13
... More
Repais's Of Existing Switch Room
0.01
-
0.01
... More
Item No.01
0.01
-
0.01
... More
providing and fixing steel frame of angle 50 x50 x 6 mm size for Door And Windows 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 etc complete.
2.97
-
2735
... More
Item No.02
0.01
-
0.01
... More
Providing anf fixing Steel frame door of angle 50x 50x 6 mm with mils steel bars 16 mm dia horizontally at 10 cm c/c for ventilator portion including iron hold fast boxes etc completed
2.97
-
1866
... More
Item No.03
0.01
-
0.01
... More
Providing and laying Polished Shahabad Stone flooring 25 mm to 30 mm thick and required width wide inplain/diamond pattern on a bed of 1:6 C.M.including cement float,filling joints, with neat cement slurry, curing, polishing and cleaning etc. complete.
6.25
-
782
... More
Item No.04
0.01
-
0.01
... More
Swith room electrification (2TL + 1 Plug )
1
-
3000
... More
Rising Main 140 mm dia HDPE ,PE-100/ 6 kg/cm2 ,L-4290 Mtr
0.01
-
0.01
... More
Item No. 1
0.01
-
0.01
... More
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, inspectioncharges, 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.
0.01
-
0.01
... More
140 mm dia 6kg/sq.cm
4290
-
508
... More
Item No. 2
0.01
-
0.01
... More
Providing and supplying ISI mark C.I. S&S pipes (push on joints pressure pipes of C.I of following class and diameters confirming to the I.S.specification inclusive cost of jointing materials(Rubber gasket of EPDM Quality) excluding GST levied by GoI and GoM in all respect, Third party inspection charges of TPI Agency approved by MJP including Transit
insurance, Railway Freight, Unloading from railway wagon, Loading into Truck,
Transportation to departmental store/site of work,unloading, stacking etc. completed as directed by Engineer –in-charge (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / revision with amendments for Rubber Gaskets.
0.01
-
0.01
... More
125 mm dia (M)
110
-
1472
... More
Item No. 3
0.01
-
0.01
... More
Providing, erecting connecting double flanged short body pattern type manually operated Butterfly Valve haivng body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally confirming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing excluding C.C. foundation /structural steel support confirming to IS 13095-1991 Sluice valves - PN - 1
0.01
-
0.01
... More
125 mm dia CIDF Sluice valve PN 1.0
2
-
8548
... More
80 mm dia CIDF Sluice valve PN 1.0
3
-
5132
... More
Item No. 4
0.01
-
0.01
... More
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)
0.01
-
0.01
... More
150 mm dia CIDF Non Return valve
1
-
9876
... More
Item No. 5
0.01
-
0.01
... More
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
0.01
-
0.01
... More
40 mm dia Air Valve
9
-
24790
... More
Item No. 6
0.01
-
0.01
... More
Providing and supplying PVC/C.I / G.I. Specials as directed by Engineer in charge etc complete
0.01
-
0.01
... More
(As Per General Note )
0.1
-
2341240
... More
Item No. 7A
0.01
-
0.01
... More
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 Strata)
3388
-
488.95
... More
Item No. 8
0.01
-
0.01
... More
Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position includingall
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
0.01
-
0.01
... More
140 mm dia 6 kg/sq.cm
4290
-
107
... More
Item No. 9
0.01
-
0.01
... More
Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete.
0.01
-
0.01
... More
125 mm dia (M)
110
-
80
... More
Item No. 10
0.01
-
0.01
... More
Lowering, laying and jointing Valves 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
... More
125 mm dia CIDF Sluice valve
2
-
2828
... More
80 mm dia CIDF Sluice valve
3
-
1738
... More
150 mm dia CIDF Reflux valve
1
-
3570
... More
Item No. 11
0.01
-
0.01
... More
Lowering laying and fixing in proper alignment and position all types of C.I Air Valve as directed by Engineer -In -Charge etc complete
0.01
-
0.01
... More
40 mm dia air valve
9
-
257
... More
Item No. 12
0.01
-
0.01
... More
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
450.45
-
84
... More
Item No.13
0.01
-
0.01
... 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
0.01
-
0.01
... More
140 mm dia 6 kg/sq.cm
4.29
-
12403
... More
Item No.15
0.01
-
0.01
... More
Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials
and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor.
0.01
-
0.01
... More
125 mm dia
0.11
-
8815
... More
Item No.16
0.01
-
0.01
... More
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.
2862.76
-
84
... More
Item No. 17
0.01
-
0.01
... More
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
... More
(As Per Rate Analysis)
8.75
-
6124.39
... More
Item No. 18
0.01
-
0.01
... 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.)
0.01
-
0.01
... More
Up To 150 mm
9
-
5578
... More
Item No. 19
0.01
-
0.01
... More
Providing and constructing 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-incharge.
0.01
-
0.01
... More
0.9 x 0.9 x 1.2
2
-
12309
... More
RCC ESR Having 45000 Litre Capacity Staging Ht.09 Mtr
0.01
-
0.01
... More
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
... More
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
... More
Note :-
0.01
-
0.01
... More
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
... More
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
... More
3)For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatary.
0.01
-
0.01
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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
... More
RCC ESR 45000 lit. capacity & staging height 09 M.
1
-
1036458
... More
Item No. 2 :-
Providing & supplying of ISI DI double flanged pipes including all taxes, insurance, railway freight, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc complete
0.01
-
0.01
... More
100 mm dia DIDF pipes
41.5
-
2341
... More
Item No. 3 :-
Providing & supplying ISI mark CIDF Sluice Valves and butterfly valves of following diameter including all taxes (Central & Local) railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store, unloading, stacking etc complete
0.01
-
0.01
... More
100 mm dia CIDF Sluice Valve PN 1.6
3
-
9005
... More
Item No. 4 :-
Providing C.I. / M.S. specials required for above pipes including all taxes transport etc complete
0.01
-
0.01
... More
Diameter 80 mm to 300 mm
300
-
73
... More
Replacing Of Existing Distribution System 110 to 75 mm dia PVC 4kg/cm2 , L - 700 Mtr
0.01
-
0.01
... More
Item No. 1
0.01
-
0.01
... More
Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent).
0.01
-
0.01
... More
110 mm dia 4kg/sq.cm
60
-
199
... More
90 mm dia 4kg/sq.cm
300
-
146
... More
75 mm dia 4kg/sq.cm
180
-
105
... More
Item No. 2
0.01
-
0.01
... More
Providing and supplying ISI mark C.I. S&S pipes (push on joints pressure pipes of C.I of
following class and diameters confirming to the I.S.specification inclusive cost of jointing
materials(Rubber gasket of EPDM Quality) excluding GST levied by GoI and GoM in all
respect, Third party inspection charges of TPI Agency approved by MJP including Transit
insurance, Railway Freight, Unloading from railway wagon, Loading into Truck,
Transportation to departmental store/site of work,unloading, stacking etc. completed as
directed by Engineer –in-charge (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / revision with amendments for Rubber Gaskets.
0.01
-
0.01
... More
100 mm dia CILA
60
-
1099
... More
Item No. 3
0.01
-
0.01
... 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 GOI & GOM in all respect etc.
0.01
-
0.01
... More
100 mm dia 4kg/sq.cm
2
-
6835
... More
80 mm dia 4kg/sq.cm
2
-
5132
... More
65 mm dia 4kg/sq.cm
15
-
4966
... More
Item No. 4
0.01
-
0.01
... More
Providing and supplying PVC/C.I / G.I. Specials as directed by Engineer in charge etc complete
0.01
-
0.01
... More
(As Per General Note )
0.1
-
140580
... More
Item No. 5
0.01
-
0.01
... More
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 Strata)
378
-
458.4
... More
Item No. 6
0.01
-
0.01
... More
Lowering laying and jointing with P.V.C. pipes and spcials of Class and 90mm diameter including cost of conveyance from stores to site of work including cost of all labour, material except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete. (with cement solvent joint / ring fit joint), Working Pressure 4 Kg./Sqm
0.01
-
0.01
... More
110 mm dia 4kg/sq.cm
60
-
35
... More
90 mm dia 4kg/sq.cm
300
-
31
... More
75 mm dia 4kg/sq.cm
180
-
25
... More
Item No. 7
0.01
-
0.01
... More
Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes withCI / MSspecials of following diameter in proper position, grade and alignment as directed Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete.
0.01
-
0.01
... More
100 mm dia (M)
60
-
64
... More
Item No. 08
0.01
-
0.01
... More
Lowering, laying and jointing Valves 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
... More
100 mm dia 4kg/sq.cm
2
-
2272
... More
80 mm dia 4kg/sq.cm
2
-
1738
... More
65 mm dia 4kg/sq.cm
15
-
1251
... More
Item No. 09
0.01
-
0.01
... More
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
... More
100 x 225 (20 kg)
19
-
1544
... More
Item No. 10
0.01
-
0.01
... More
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
60.75
-
84
... More
Item No.11
0.01
-
0.01
... More
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 etc complete.
0.01
-
0.01
... More
110 mm dia 4kg/sq.cm
0.06
-
3721
... More
90 mm dia 4kg/sq.cm
0.19
-
3721
... More
75 mm dia 4kg/sq.cm
0.18
-
2481
... More
Item No.12
0.01
-
0.01
... More
Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materialsand labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor.
0.01
-
0.01
... More
100 mm dia
0.06
-
7153
... More
Item No.13
0.01
-
0.01
... More
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.
293.48
-
84
... More
Item No. 14
0.01
-
0.01
... More
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
... More
(As Per Rate Analysis)
22.4
-
6391.78
... More
Miscellaneous works
0.01
-
0.01
... More
Item No. 1 :- Trial And Run
0.01
-
0.01
... More
Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer
chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-incharge
a) For single village Without WTP
0.01
-
0.01
... More
Note:
Required chemicals to be supplied by
Department free of cost and electricity bill will
also be paid by the Depertmen
0.01
-
0.01
... More
For Taralkhed Village
0.01
-
0.01
... More
a) For single village Without WTP
12
-
26244
... More
Item No. 2
0.01
-
0.01
... More
Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits together undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quartizite etc. The item includes all Hire & running cost of Callyx Machine conveying all materials to site of work excluding conveyance of callyx, machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden Core Box, Samples to be taken at 1.0 m interval and conveying to the place as directed by Engineer-in-charge, The diameter of bore in overburden shall be 100 mm and of NX size (50mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburdern only and shall be 1.0 m above GL with cap over it.
0.01
-
0.01
... More
In Overburden (Soft soil, murum)
3
-
1538
... More
In Weathered rock with boulders
6
-
6024
... More
In Weathered rock / Soft rock
3
-
3084
... More
In Hard rock quartzite
8
-
4186
... More
Item No. 3
0.01
-
0.01
... More
Providing and erecting chainlink fencing 1.6M .height with G.I. chainlink of size 50x50mm,8 gauge thick and fixed 75 mm above ground level on vertical M.S.Angles of 40x40x6 mm size, includind excavating pits for foundation and embedded in C.C.block of 1:4:8 mix of size 450x450x670mm. at 1.75M.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. Angle sattopand bottom of 25x25x5 mm size and vertical M.S .flat 35x5mm and 25x5 mm horizontal including crosss upport of 40x40x6mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450x450x670 mm including 3 coats of oil painting etc. complete
97.5
-
2306
... More
Item No.4
0.01
-
0.01
... More
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
... More
Item No. 5
0.01
-
0.01
... More
Repairs Of Existing RCC ESR at Taralkhed Village
0.01
-
0.01
... More
(As Per Detailed Estimate)
1
-
571601
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