Rural Development Department Tender
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Rural Development Department - RDD Tender
Coronavirus COVID 19
Eprocure
Opening Date25 Jan 2019
Closing Date4 Feb 2019
Tender Amount₹ 23,43,313
Costs
EMD
₹ 24,258Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WASHI_404893_1Bid Award Id
ViewTender No
ZP/RWSD/2018-19/No.16/1STCALLTender 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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a ] Lift 9.00 to 10.50 M.
14.13
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743
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b ] Lift 10.50 to 12.00 M.
38.2601
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767
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c ] Lift 12.00 to 13.50 M.
34.34
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791
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d ] Lift 13.50 to 15.00 M.
30.63
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815
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e] Lift 15.00 to 16.50 M.
27.13
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814
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f ] Lift 16.50 to 18.00 M.
23.84
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837
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Item No-02
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Providing structural steel work in single stanctions composed of RSJ channels etc with caps, bases, mild steel plate, angles, brackets, cleats, gusset plates, anchor bolts etc as per detailed design and drawing or as directed by Engineer in charge including cutting, fabrication,hoisting,errecting, fixing in position, making riveted / bolted / welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete .
509.4
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51.16
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Item No-03
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Providing and fixing mild steel chaquerred plate flooring of following thickness supported on M. S. angles ( 25 X 25X 5 mm size) jncluding 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.
10.5
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2877
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Item No-04
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-
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Providing and fixing G I pipe ralling having 1.00 m height consisting 50X50X6mm thick M.S. angles as verticals at 1.50meters C/C and additional posts at every corner with three rows of 25 mm GI pipes of medium class variety as horizontal and painting three coats of oil paints over one coat of anti corrosive paint of approved colour and shade including cost of all labour, transporting, bending, curved shapes etc. complete.
19.5
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853
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Item No-05
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-
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Providing and fixing in position M.S.ladder 0.50 m wide consisting of 75mm, X 10mm M.S. flats as stringers and 16mm dia.M.S Bars in double rows as stepes placed about 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
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1238
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Item No-06
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Dewatering the excavated trecches and pools of water in building trenches / pipe line trenches, well works by using pumps and other deviceses including disposing off water to safe distance as directed by Engineer in charge ( including cost of machinary, labour, fuel ) etc complete
900
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64
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Item No-07
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-
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Carrying out recuparation / yield test for ascerting 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 up to full depth rise is recorded ,the normal water level /sub soil water level in the well / profile as well as strainer / suction level at pump as per design of WS scheme shall be recorded prior to the test including cost of all materials over load , labour etc complete as directed. the test shall be carried out as per technical circular no 2596 dt. 20.11.1997 and shall be carried out for 7 days ( a) LPS more than 25000
7
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3362
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Item No-08
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-
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Drilling vertical bore well of 150 mm dia by DTH machine including transportation of machine etc complete.150mm dia vertical bore ( Market Rate )
60
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450
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Item No-09
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-
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Drilling Horizontal bore well of 115 mm dia by DTH machine including transportation of machine etc complete.115mm dia Horizontal ( Market Rate )
120
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550
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pumping machinary 3.00 HP/66.00 mtr Head /5159 litt per hour
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-
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Item No-01
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Providing,errecting,giving test of submersible pump set conforming to IS 8034 and motor conforming to I S 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 +- 10%,3 ph,50 hz,a.c.supply,with cable guard thurst carbon of fiber bearing to withstand entired hydraulic thrust,the pump set shall be suitable for direct coupling with suitable suction strainer.pump should have suitable discharge outlet.as per manufacturer designs.anti thrust stream line non return valve shall be provided with the pump.3.0 mtr submersible copper conductor cable in single/double run and two pair of suitable size errection plan 10 mm thiock shall be ided.etc.submersible pump150 mm dia (with ze/stainless steel (CF8M) impeller) up to 8 stages.
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3.00 bhp,5159 lit/hr discharge 66 m. head for per well
2
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26860
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3.00 bhp,5159 lit/hr discharge 66 m. head for bore
1
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26860
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Item No-02
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supplying and errecting automatic control panel for 3 ph, 415 volt,A.C.submersible /centrifugal pump set up to 20 h.p.consisting of star delta starter having relay range 2842 amp,S.P.P. combined ammeter/volt meter ,phase indicating lamp enclosed in CRCA powder coated vibration proof encloser with I.P 54 protection. control panel should offer single phaseing,phase reversal phase in balance etc.(similar to L.T.Model No MUG20H/CAT NO SS 95975)
-
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-
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for percolation well
2
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13639
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Item No-03
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-
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Providing double flanged short body pattern type manually operated Butterfly valve having body, disc and end cover in graded cast iorn to IS-210 Gr.CF 200 generally confirming in to IS-13095-1991, synthetic rubber faced ring secuerd on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing including inspection charges,transportation,up to deptt store, unloading, stacking,excluding G S T.leived by GOI & GOM.in all respect.etc excluding C C foundation, structural steel support.
-
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-
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80mm dia PN-1 Rating
3
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6386
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Item No-04
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-
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Providing, and supplying ISI mark CI D /F reflux valve ( non retun valves ) of following dia including railway freight,inspection charges, unloading from railway wagon, loading into truck, transportation up to the deptt stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc complete.
-
-
-
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80mm dia PN-1 Rating
3
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4912
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Item No-05
-
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-
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Providing ISI Mark G I Pipe of following class and diameter excluding GST levied by GOI & GOM in all respect including inspection charges,transportation to stores etc complete.as per IS 1039/2004 Note- one coupler shall be provided with each full length of pipe cost.of which is included in rates below..
-
-
-
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50 mm dia G I Pipe c class for per well
40
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391
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50 mm dia G I Pipe c class for Bore well
65
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391
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Item No-06
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-
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Providing,supplying ISI Standard C I Flanged/ S & S specials excluding GST levied by GOI & GOM in all respect including railway freight,insurance, unloading from railway wagon, loading into truck, transportation up to the deptt es,unloading,stacking etc complete
-
-
-
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a) D/F specials 80 to 300 mm dia
100
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62
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Item No-07
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-
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Providing and making flanged joint to flanged CI /M S Pipes of all classes/specials etc including cost of all jointing material,( rubber packing nut bolts etc), labour ,hydraulic testing etc complete .
-
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-
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NOTE- only 85 % Rate shall be payable till satisfactory hydraulic testing is given.
10
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199
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Item No-08
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supplying,Erecting and terminating P.V.C.armoured cable 3 core 4 sq mm copper conductor continious 5.48 sq mm (12 SWG) G.I earth wire complete errected with glands and lugs,on wall /trusses/pole or laid in provided trench/pipe as per specification no CB-LT/CU. size 1x3x4 sqmm size of 1100 v grade.
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-
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Size:- 1X 3 X 4.00 sq. mm size of 1100 V grade.
125
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199
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Item No-09
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Providing Pipe type earthing with 40 mm dia G I Pipe or 20 mm dia G I rod complete with all materials as per specification no EA-EP.
2
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1218
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Item No-10
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-
-
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providing and fixing channel, clamps for pump support etc complete.
50
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51.163000000000004
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Item No-11
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-
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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 work, compaction and curing, etc, complete. Use of L & T, A C C Ambuja, Birla Gold, Manikgad, Rajashree, etc cement is permitted.)
-
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-
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In PCC M-150
0.5
-
4424.939833333334
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Item No-12
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-
-
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Providing and fixing G I Sheet 1.25 mm (18 guage) to be used for fabrication of boxes panel board etc.includingCutting,bending,drilling,welding,revaiting,etc.and painting with one coat of red lead paint and two coats of enamel paint.
4.38
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1642
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Estimate for switch room (2.27mx2.27mx3.00 mtr)
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-
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Item No-1
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-
-
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Excavation for foundation /pipe trenches in earth, soils of all types, sand, gravel and soft murm, including removing the excavated material up to a distance of 50 m and lift as below, stacking and spreading as directed,manual dewatering, preparing the bed for foundation and excluding backfilling etc. comp. Bd-A-1/259
7.101
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140
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Item No-2
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-
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Excavation for foundation /pipe trenches in hard murm including removing the excavated material up to a distance of 50 m and lift as below, stacking and spreading as directed by engineer in charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc.comp.Bd-A-2/259
2.601
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157
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Item No-3
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-
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Providing and laying in situ following grades of plain cement concrete of trap / granite / quarzite/ gniess metal for foundation and bedding including normal dewatering,form work, compaction and curing etc. complete. use of L&T,A.C.C/ambuja,Birla Gold.,Manikgrah,Rajashree,etc cemnent is permitted.(bde-1/287),
1.59
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4329.961351666666
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Item No-4
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-
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Providing and casting in situ cement concrete of trap /, granite,/ quartize,/ gniess metal of approved quality for RCC work as per detailed drawing and design or as directed by Engineer in charge including normal Dewatering,centering, plywood form work,bully/steel prop-ups,compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing etc.complete (by weight baching and mix design for M-250 and M-300 only. use of L&T,A.C.C/ambuja,Birla Gold.,Manikgrah,Rajashree,etc cement is permitted.) (excluding MS or Tor reinforcement) A] For RCC M-200 grade Beams/Braces/Lintels
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-
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A] RCC Beam and Lintel
1.02
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6226.51325
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B] RCC Chajjas
0.16
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6708.51325
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C] RCC Slab
1.15
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6741.51325
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Item No-5
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-
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Providing and fixing in position steel bar reinforcement of various diameters for RCC pile ,caps footing foundations, canopies, staircase, newels, chajjas, lintels, pardies, canopies, fins, arches, etc. as per detailed designs, drawing and schedubles, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. ( including cost of binding wires )
2.1
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4295.2
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Item No-6
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-
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Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete.
7.99
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3660.89874
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Item No-7
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-
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Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layer with all leads and lifts including consolidation, surchargeing etc. complete.
2.10125
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65
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Item No-8
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-
-
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Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete
6
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5168.270640000001
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Item No-9
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-
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Providing and fixing single leaf panelled door shutter without fanlight and shutter 35 mm thick as per drawing consisting of T.W. top rail size 100mm x 35 mm and bottom and lock rail 200mm x 35mm insert panel 12 mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame, including stainless steel fixtures fastening and T.W. beading at junction of panels inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete
1.8
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4704
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Item No-10
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-
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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.)
2.16
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3055
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Item No-11
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-
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Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete
0.0038
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126465
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Item No-12
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-
-
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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.
28.429
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190.59260333333333
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Item No-13
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-
-
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Providing internal cement plaster 20mm thick in two coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete
36.4896
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342.270915
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Item No-14
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-
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Providing and laying cement concrete flooring 40 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30 cm x 30 cm or other size laid diagonally/ square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete. With Crushed Sand
0.52
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415.499995
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Item No-15
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-
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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.
28.432900000000004
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32
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Item No-16
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-
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Providing and applying colour-wash of approved colour and shade in two coats to new surface including scaffolding, brushing and brooming down (excluding base coat of white-wash) etc. complete.
64.92250000000001
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13
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Item No-17
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-
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Electrification of switch Room etc.complete.
1
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2000
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Rising Main (P.V.C 90 mm Dia-6kg/cm2- 490 Mtr.)
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-
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Item No-1
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Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for portable water with solvent cement joints including cost of coupler as per IS specification No.4985 /1988 Excluding G.S.T Levied by GOI & GOM in all respect including transportion, freight charges, inspection charges, loading, unloding conveyance to the departmental stores/ site, and stacking the same in the closed shade duly protected from sun rays and rains including cost of jointing material i. e. solvent cementetc. complete. ( selftit type to be jointed with cement solvent )
-
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-
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90 mm dia 6.00 kg/cm2PVC pipe
490
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140
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Item No-2
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-
-
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Providing PVC pipe specials such as coupling, bends, tees, elbows etc. complete.As per Note 10 % of Pipe cost Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below
0.1
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68600
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Item No-3
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-
-
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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 Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below
-
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-
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A] 100 MM Diameter medium class
30
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649
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Item No-4
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-
-
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Providing GI pipe specials such as coupling, bends, tees, elbows etc. complete.
1
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974
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Item No-5
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-
-
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Excavation for foundation /pipe trenches in earth, soils of all types, sand, gravel and soft murm, including removing the excavated material up to a distance of 50 m and lift as below, stacking and spreading as directed,manual dewatering, preparing the bed for foundation and excluding backfilling etc. comp. Bd-A-1/259
109.2
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140
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Item No-6
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-
-
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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 dewatreing,preparing the bed for foundation and excluding backfilling, etc. complete.
109.2
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175
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Item No-7
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-
-
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Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M 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.
72.8
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493
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Item No-8
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-
-
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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)
36.4
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658
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Item No-9
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-
-
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Filling the murum bedding and trenches with avalible excavated stuff with soft material in 15 cm layers with all leads and lifts including watering compaction etc. complete.
54.6
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65
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Item No-10
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-
-
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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). Note: For PVC O pipes of all pressure 4 (b) rates applied
-
-
-
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90 mm dia 6.00 kg/cm2PVC pipe
490
-
33
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Item No-11
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-
-
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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
-
-
-
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A] 100 MM Diameter medium class
30
-
106
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Item No-12
-
-
-
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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
-
-
-
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25mm diameter
1
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895
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Item No-13
-
-
-
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Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).
-
-
-
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25 mm diameter
-
-
-
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Item No-14
-
-
-
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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)
-
-
-
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80 mm diameter PN-1 without bye pass arrangement
1
-
3476
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Item No-15
-
-
-
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Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.)
-
-
-
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80 mm diameter PN-1 without bye pass arrangement
1
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1436
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Item No-16
-
-
-
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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.)
-
-
-
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A] foundation on murrum and hard strata.
1
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4610
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Item No-17
-
-
-
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Providing and fixing in position M.S. Air valve boxes fabricated with 2 mm thick M.S. plate, 30x 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.
-
-
-
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for single ball valve
-
-
-
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Item No-18
-
-
-
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Providing and laying in situ CC M-10 / 1:3:6 of trap / granite / quarzite/ gniess metal for foundation and bedding including bailing out water, formwork, compacting and curing etc. complete.
4.05
-
4329.961351666666
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Item No-19
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-
-
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Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layer with all leads and lifts including consolidation, surchargeing etc. complete.
265.64357999999993
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65
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RCC ESR (20000 Litt/12.00 mtr staging)
-
-
-
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Item No-1
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-
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Designing (aesthetically), and constructing RCCelevated 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 ESR having Capacity upto 500 Cum. 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 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 out side, stainless steel Ladder in container, C. I. manhole frame water logging area where water is struck
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-
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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 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts,providing and applying three coats of Acrylie emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. 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. 1 The design of the structure be in accordance with relevent (I.S.3370 -2009 or revised)
-
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-
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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 contact with water such as container, base slab,wall, roof slab & footing in water borne area shall be in 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.
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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 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/TSI/350/1668 dt. 2.8.97 and MJP/SI/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
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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 D.I. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity D.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 anticorrosive 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.
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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% Total = 11 %
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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% Total = 24% 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) Conditin from Sr.No.1 to 11 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.12 to 17 are for estimation purpose only and shall not be appear in the tender.
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20000 lit.12.00 m stagging
1
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466054
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Item No-2
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-
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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
-
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-
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a) 80 mm diameter
33
-
1466
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b ) 100 mm diameter
15
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1912
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Item No-3
-
-
-
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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 a) Sluice valves - PN -1 (Without by pass)
-
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-
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a) 80 mm diameter
2
-
4360
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Item No-4
-
-
-
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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
312
-
62
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Item No-5
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-
-
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Errecting and hoisting in position and jointing testing MS / CI DF pipes and secials in vertical position including cost of all jointing material rubber packing nut bolts etc of labour charges scaffolding, hydralic testing etc complete
-
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-
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a) 80 mm diameter
30
-
220
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Item No-6
-
-
-
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Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc complete. (Rate for all class of valves.).
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-
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a) 80 mm diameter
2
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1436
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b ) 100 mm diameter
2
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1877
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DISTRIBUTION SYSTEM
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-
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Item No-1
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-
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Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for portable water with solvent cement joints including cost of coupler as per IS specification No.4985 /1988 Excluding G.S.T Levied by GOI & GOM in all respect including transportion, freight charges, inspection charges, loading, unloding conveyance to the departmental stores/ site, and stacking the same in the closed shade duly protected from sun rays and rains including cost of jointing material i. e. solvent cementetc. complete. ( selftit type to be jointed with cement solvent )
-
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-
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A] 90 mm dia 4 kg/ cm2 pipe
900
-
94
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B] 75 mm dia 4 kg/ cm2 pipe
1200
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68
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Item No-2
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-
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Providing PVC pipe specials such as coupling, bends, tees, elbows etc. complete.As per Note 10 % of Pipe cost Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below of pipe cost of which is included in rates below
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-
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As per Note 10% of Pipe cost
1
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16620
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Item No-3
-
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-
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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. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below
-
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-
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A] 100 MM Diameter B class
30
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455
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Item No-4
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-
-
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Providing GI pipe specials such as coupling, bends, tees, elbows etc. complete.
1
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683
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Item No-5
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-
-
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Excavation for foundation /pipe trenches in earth, soils of all types, sand, gravel and soft murm, including removing the excavated material up to a distance of 50 m and lift as below, stacking and spreading as directed,manual dewatering, preparing the bed for foundation and excluding backfilling etc. comp. Bd-A-1/259
447.3
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140
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Item No-6
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-
-
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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 preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-3/259)
447.3
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175
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Item No-7
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-
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Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M 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.(Bd-A-4/259)
372.75
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493
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Item No-8
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-
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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 BDA-1/259
74.55
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920
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Item No-9
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-
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Filling the murum bedding and trenches with avalible excavated stuff with soft material in 15 cm layers with all leads and lifts including watering compaction etc. complete.
223.65
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65
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Item No-10
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-
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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) Note: For PVC O pipes of all pressure 4 (b) rates applied.
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-
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A] 90 mm dia 4 kg/ cm2 pipe
900
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25
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B] 75 mm dia 4 kg/ cm2 pipe
1200
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21
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Item No-11
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-
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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
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-
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A] 100 MM Diameter B class
30
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97
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Item No-12
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-
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Providing, double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS-210 Gr.CF 200 generally confirming to IS-13095-1991, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing including inspection charges, transportation up to departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. excluding C.C. foundation /structural steel support.
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-
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A] 80 mm dia sluice valve
6
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4950
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B) 65 mm diameter
3
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4219
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Item No-13
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-
-
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Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.)
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-
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A] 80 mm dia sluice valve
6
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1436
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B) 65 mm diameter
3
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1034
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Item No-14
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-
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Providing and laying in situ following grades of plain cement concrete of trap / granite / quarzite/ gniess metal for foundation and bedding including normal dewatering,form work, compaction and curing etc. complete. use of A.C.C/ambuja,Birla Gold.,Manikgrah,Rajashree,etc cemnent is permitted.(bde-1/287),
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-
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a) in PCC M-100
2.6999999999999997
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4329.961351666666
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Item No-15
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-
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Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layer with all leads and lifts including consolidation, surchargeing etc. complete.
1104.3378449999998
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65
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Item No-16
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-
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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.
9
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1429
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WIRE FENCING
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Item No-1
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-
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Providing and erecting 1.2 meter high wire fencing with five rows of barbed wire supported on mild steel angle ( 50 x 50x 6mm) post at 2.5 m c/c including excavation of pits of foundation concrete fixing the posts in ( 1:4:8) cement concrete block of 45x45x45 cm and fastening the Wires and painting the angles with one coat with red lead primer and two coats of oil painting etc.complete
40
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419
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Item No-2
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-
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Proividing and fixing Wicket gate 1.0 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 foundiaion, finishing painting, etc. complete.
1
-
13832
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