Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date8 Jun 2022
Closing Date15 Jun 2022
Tender Amount₹ 41,57,519
Costs
EMD
₹ 42,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_805939_1Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 05/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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Documents
BOQ Items
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Lift 9 to 10.5 m
29.44
-
466
... More
Item No. 3. Excavation in Genral in hard material compressing of soft rock , hard rock Manjara rock by blasting / controllted blasting , Chisseling as required in wet or dry condition for head works that is supply well for lift 0 to 1.50 m. and lead of 150 meter including barrcading guarding disposing of surplus excavated stuff with in radius of 0.5 Km. as directed by Engineer in Charge Etc. Complete. Excluding refilling. Lift 10.5 to 12m.
18.84
-
903
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Lift 12 to 13.5
18.84
-
931
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Lift 13.5 to 15 M.
18.84
-
959
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Item No. 4. Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete. PCC M-150
0.5
-
6698.44
... More
Item No. 5. Providing and casting in situ C.C. of trap/granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction , finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. ( excluding M.S.S or Tor reinforcement) For Ring beam M- 200 Lift 10 to 15 Mtr.
1.61
-
10063.81
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For RCC wall Lift 10 to 15 mtr. BGL
9.04
-
11221.84
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Lift 5 to 10 mtr. BGL
7.03
-
10375.24
... More
Item No. 6. Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. plles, 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 as required complete.(including cost of binding wire) @ the rate of 0.80 Kg Per cum Lift 10 to 15 mtr. BGL
0.72
-
80852.2
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Lift 5 to 10 mtr. BGL
0.56
-
77177.1
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For Ring beam M- 200
0.13
-
77177.1
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Item No.7. Providing and fixing M.S. ladder 0.50 m wide consisting of 75 mm x 10 mm M.S. flats stringer and steps of 16 mm diameter bars in double row about 25 cm c/c including all fixtures cutting holes, welding, anchoring and applying three coats of anti corrosive paint etc. complete as directed by Engineer Incharge. Out Side Supply well
3
-
1493
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Item No.8. Taking Horizontal bore by boring machine etc. complete. Horizantal Bore
160
-
608
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Item No.9. Dewatering the excavated trenches and pools of water in the building/trench area by using pumps and other devices including disposing of the water to safe distance as directed.
1600
-
77
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Item No.10. Providing and fixing in well 80 mm dia A.C/PVC. pipe as a weep hole 1.50 m C/ C staggered pipe sloping outside the well steining so that to prevent sand incoming along with water current with all lead and lifts as directed. 90 mm dia. Pipe
23
-
124
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SUB WORK 02:-Bore Well Depth 60 m Dia 150 mm Item No. 1 Drilling of Bor well in all types of strata 200/215 mm drilling; in all types of strata by DTH Method charges ---------- etc. complete. 150 mm dia Bore well
60
-
345
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Item No. 2 Providing and lowering 150 mm dia M.S. casing pipe class B 4.80 mm as per IS 1239 (Blank)
30
-
1474
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Item No. 3 Providing and lowering 150 mm dia M.S. casing pipe class B 4.80 mm as per IS 1239 (Slotted)
30
-
1550
... More
Item No. 4 Providing and fixing 150 mm dia M.S. CAP
1
-
200
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Item No. 5 Lowering ,Welding of 150 mm dia M.S. Pipe
60
-
175
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Item No. 6 Providing and fixing M.S. clamp for support to clamp of Bore well
1
-
1050
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Item No.7 Taking Yeild test
1
-
1100
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Item No.8 Source investigation / certificate charges
1
-
1000
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Item No.9 Transportation of drilling rig and unit upto site of work ---------- etc. complete.
120
-
57.2
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Item No.10 Devlopment of Bore/ tube well by air compressor unit.
5
-
1250
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Item No. 11 Providing and fixing M.S. bell cap forBore/Tube well
1
-
230
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SUB WORK 03:-Pumping Machinary 2 BHP 1 No for Bore Well Item No.1 Providing erecting and giving test of Submersible Pumpsets conforming to is 8034 and motor conforming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene impeller. Motor suitable for working on 415 V + 10% .3 Ph., 50 Hz. A.C. supply Cable guard, thrust carbon/fibre beaning to accept entire hydraulic thrust, waterproof winding shall be Provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design antithrust stream lined non return valve shall be Provided with the pum. Suitable suction strainer shall also be provided. 3 core single / double run copper conductor submersuble type flat cable 3m and 2 pairs of erection clamps shall be provided along with the pump rates per pump upto 20 stages are as below. Submesible pump 150mm dia (with bronze /stainless steel(CF8M)Impeller up to 8 stages 2 B.H.P.
1
-
29175
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Item No. 2 Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. I.G.-4 with contractor rating 16 amp. 2 B.H.P.
2
-
1858
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Item No. 3 Supplying and erecting plain copper conductor PVC insulated flexible cable as per IS 694/1990 of following grade upto 1100 volts. CB 1-3 core - 4 sq mm PVC cable
210
-
188
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Item No. 4 Providing and fixing of steel clamp fabricated from M.S. flat 65 mm x 6 mm 1 m length including nut bolts and washers. M.S. Clamp.
4
-
375
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Item No. 5 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. 50 mm dia. G.I. Heavy Class.
140
-
392
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Item No. 6 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 50 mm dia. G.I. Heavy Class.
140
-
81
... More
Item No. 7 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 Sluice valve 50 mm dia.
2
-
4198
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Non Return valve - 50 mm dia.
2
-
3319
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Item No. 8 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.) Sluice valve 50 mm dia.
2
-
833
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Non Return valve - 50 mm dia.
2
-
833
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Item No. 9 Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (Ics=100% of Icu ),adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no. SW-SWR/MCCB 32 A/40-4Pole, 3 Phase.
1
-
4507
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Item No.10 Supplying and erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished/ painted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate. Cupboard shall be duly grouted with suitable size of iron work in wall at the bottom. (Size of cupboard shall be specified in the estimate)
2
-
2083
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Item No.11 L.T. current transformer with wound/bar primary 10/5 Amp, ratio with 15 VA burden erected in provided M.S. box duly secured with inslulting materials and connected to the meter. L.T. Transformer
1
-
834
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Item No. 12 Providing and erecting main switch or ISI mark - Amp.
2
-
947
... More
Item No. 13 Providing and fixing frame work for pannel board near well with ISMC 100x50 and ISA 35x35x6 mm etc.complete. M.S.Frame pannel board
1
-
190
... More
Item No. 14 Supplying and erecting PVC pipe "B" class 25 mm to 40 mm for eneclosing PVC cable. PVC cable.
40
-
10
... More
Item No. 15 Supplying and erecting galvanised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level with 30 kg Charcoal and Salt in alternatre layers necessary length of double G.I. Earth wire 8 SWG connected to plate with cadmijm plate G.I. nut bolts 12 mm dia. with bituminous compound and run through 12 mm dia .G.I. pipe 3 m long remaining portion of G.I. wire from surface of earth to switch gear in PVC ippe upto accessible height duly sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results. Earth Plate.
1
-
4322.85
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Item no 16 Supplying and erecting 'B' class G.I. Bend in position with necessary material. PW1-5 50 mm dia G.I. Bend
2
-
178
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PW 2-5 G.I. Tee 50 mm dia.
2
-
236
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Item No. 17 Making trenches of suitable width and 0.7 m deep and laying provided L.T. cable and refilling the same with screened sand bed of 0.2 m thick to embedded the cable and bricks placed on both sides length wise and top width wise all over the run and refilling the excavated earth without shone or hard material and making the surface proper with 0.15 m crown on the top. Trench………..
40
-
138
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Item No. 18 Providing and errecting voltmeter A.C. 50 Cycles / Sec. With 0 to 500 v. range flush type errected on provided M.S. 60 and errected with necesssary PVC wire Voltmeter 144 x 144 Sq. mm.
1
-
537
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Item No. 19 Providing and errecting ammeter A.C. 50 0/5 450 v. or suitable range flush type complete errected in provided M.S. box connected to supply . Ammeter 96 x 96 Sqmm.
1
-
662
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Item no 20 Supplying and errecting set of 3 pilot lamp all back light with colour glasses with monitor lamp 230 volt / 250 volt errected on provided M.S. box with pannel type fuses and connected with PVC wire.
1
-
564
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Item No. 21 Supplying and errecting triple pole Iron clad/metal clad switch and fuse 415/500 v. of suitable rating as below or approved make errected on original frame. I)Incoming ICTPN-32 Amp/
1
-
1493.1
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ii)out going ICTP-16 Amp.
1
-
1156.05
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iii)For lighting ICDP-16 Amp.
1
-
558.6
... More
Item No. 22 Providing and fixing M.S.E.B.kitkat set etc. complete
3
-
81
... More
Item No. 23 Operation of Pumping Machinary through mobile network system
1
-
12000
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SUB WORK 04 :-Rising Main 140 mm HDPE 6Kg/sqm From Existing ESR Fata to Proposed ESR Length- 460 m Item No. 1. 'Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 'preparing the bed for the foundation and excluding back filling complete.
172.5
-
150
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Item No. 2. Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
138
-
170
... More
Item No. 3. Excavation for foundation / pipe trenches in soft rock and old cement and lime masanory foundation asphalt 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.
69
-
572
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Item No. 4. '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, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete. '140 mm HDPE 6 kg/sqcm PE - 100
460
-
508
... More
Item No. 5 'Lowering laying and jointing H.D.P.E./M.D.P.E. pipes in proper position including all specails by compresssion fitting/ electrifusion and butt fusion jointing procedure as per revant 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'140 mm HDPE 6 kg/sqcm PE - 100
460
-
107
... More
Item No. 6. '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 and cap making arreangment for filling safe water using reciprocating typ pumps which should be able to provide specified test pressure gauges and other necessaery 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. '140 mm HDPE 6 kg/sqcm PE - 100
0.46
-
12403
... More
Item No. 7. 'Providing ISI mark GI. pipe of following class and dia. including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 'One coupler shall be provided with each full length of pipe cost of which is included in rates below. '150 mm GI Pipe Medium for incasing in Nalla
12
-
1257
... More
Item No. 8. '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. '150 mm GI Pipe Medium for incasing in Nalla
12
-
144
... More
Item No. 9. 'Providing HDPE and GI and specials - -- etc. complete '10% of cost Pipe 150 mm Sluice Valve/ scour valve PN 1.6
1
-
24876.4
... More
Item No. 11. 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.)
1
-
13915
... More
Item No. 10. 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) 150 mm Sluice Valve/ scour valve PN 1.6
1
-
3570
... More
Item No. 12. Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves. 150 mm Sluice Valve/ scour valve PN 1.6
1
-
397
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Item No. 13.Valve Chamber with Precast RCC Covers
Providing and constructing B.B. masonry
valve chamber with 15 cm thick 1:3:6
proportion PCC bedding, excluding
excavation, B.B. masonry in CM 1:5
proportion precast RCC frame and cover, etc.
complete as directed by Engineer-in-charge. Note : Wall thickness : 0.23 M for depth of 1.2
M and 0.35 M for balance depth exceeding
1.2 M. As above of 60 x 45 cm internal size and
depth upto 0.9 M with precast R.C.C. slab
cover. Increases 30 cm depth 50 mm Double ball flanged Kinetic air valve
1
-
8047
... More
Item No. 15. 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).
1
-
10246
... More
Item No. 14. Providing and supplying Air Valves as per IS-10845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes such as GST leivied by GOI and GOM in all respect railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete. 50 mm Double ball flanged Kinetic air valve
1
-
382
... More
Item No. 16. Providing and fixing position air valve shaft including providing and fixing G.I. 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 vlave tee including encasing of vertical shaft on PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fxong of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee. Etc. complete. As per type designed and as directed by Engineer - In - charge . Upto 150
1
-
5578
... More
Item No. 17. Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete. PCC M-150
3
-
5640
... More
Item No. 18. Filling in plinth and floors / trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
369.42
-
84
... More
SUB WORK NO:- 05 RCC RSR Staging Height 12 m Capacity 25000 liter Item No. 1.Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for 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 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. ESR 25,000 liters 12 M staging Cost of 25000 ESR = 750358 TOTAL = 750358 Add for 5 MT Bearing Capacity 7.5%
1
-
806635
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Item No. 2. Providing and supplying ISI standard CI double flanged pipe excluding GST leived by GOI and GOM in all respect including railway freight insurance unloaduing from railway wagon loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- cahrge. (for 2.75 m bare pipe) 150 mm dia CI D/F pipe Inlet
21
-
2945
... More
100 mm dia CI D/F pipe for IOutlet Overflow Bypass and Washout
51
-
1813
... More
Item No. 3. Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc complete. 150 mm dia PN 1 for Inlet
1
-
10251
... More
100 mm dia PN 1 Bypass
1
-
6835
... More
100 mm dia PN 1 Washout
1
-
6835
... More
Item No. 4. Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloadingincluding all such as GST levied by GOI & GOM in all respect, complete as per IS-9523. 80 to 300 mm dia.
250
-
111
... More
Item No.5. Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. plot size 15x15 M
58.5
-
697
... More
Item No 6 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 7. Transportation of following material to site of work including loading, unloading, stacking etc. complete. Metal
23.29
-
1050.3
... More
Sand
12.33
-
281.08
... More
SUB WORK NO 06:-Extention of Distribution system Item No. 1. 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. Cement Road
130.62
-
1017
... More
Item No. 2.Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
195.93
-
170
... More
Item No. 3. Excavation for foundation / pipe trenches in soft rock and old cement and lime masanory foundation asphalt 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.
130.62
-
572
... More
Item No. 4. Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
195.93
-
150
... More
Item No. 5. 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. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 75 mm PVC 4 kg/sqcm
661
-
105
... More
90 mm PVC 4 kg/sqcm
272
-
146
... More
Item No. 6. 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, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). 75 mm PVC 4 kg/sqcm
661
-
25
... More
90 mm PVC 4 kg/sqcm
272
-
31
... More
Item No. 7. Hydrulic testing of PVC pipe line to specified pressure including cost of all materials and laboue and water for testing for specified length including cuttig, placing end cap making arrangment for filling safe water using resiprocating types pump 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. 75 mm PVC 4 kg/sqcm
0.66
-
2481
... More
90 mm PVC 4 kg/sqcm
0.27
-
3721
... More
Item No. 8. Providing ISI mark GI. pipe of following class and dia. including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. One coupler shall be provided with each full length of pipe cost of which is included in rates below. 150 mm GI Pipe Medium for incasing in Nalla/Road Crossing
36
-
1257
... More
Item No. 9. 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. 150 mm GI Pipe Medium for incasing in Nalla/Road Crossing
36
-
144
... More
Item No. 10. Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. 80 mm dia PN 1.
1
-
5132
... More
100 mm dia PN 1.
2
-
6835
... More
Item No. 11. 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.) 80 mm dia PN 1.
1
-
1738
... More
100 mm dia PN 1.
2
-
2272
... More
Item No. 12. Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves. 80 mm dia PN 1.
1
-
194
... More
100 mm dia PN 1.
2
-
252
... More
Item No.13. Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg)
3
-
1544
... More
Item No.14. Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete. In PCC M-150
28
-
5640
... More
Item No. 15. Filling in plinth and floors / trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
620.45
-
84
... More
Item No. 16. Providing PVC and GI specails complete 10% of cost pipe
1
-
15436.9
... More
Item No :- 17 Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes,lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-incharge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints
involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied
free of cost at stores.) 80 mm
2
-
2492
... More
100 mm
2
-
2839
... More
Item No :- 18. Providing and Constructing Cattle through as per rate analysis attach
1
-
90616
... More
Item No :- 19. Commissioning running and maintaining the scheme to quantities, rated, capacity, including manning necessary personel such as operater, valveman etc. As per reqirements of the scheme and who should also administer chemical does for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP/ local body and handing over the scheme to local body after competion of the above period as directed by Engineer-in-charge.
1
-
26244
... More
SUB WORK NO :- 07 Item No.:- 1 Provision for New Tap Connection to new Pipe Line A) With Road Crossing
181
-
2382
... More
B) Without Road Crossing
181
-
1537
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