Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date13 Oct 2022
Closing Date13 Dec 2022
Tender Amount₹ 84,34,094
Costs
EMD
₹ 85,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_843143_5Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 46/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
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LIFT 4.50 to 6.0 M
169.56
-
1100
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Item No.2 :- Excavation for in general in Hard material comparising of soft rock, hard rock manjra rock in wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M including barricating guarding disposing off surplus excavated stuff with radius of 0.50 km as directed by engineer in charge. LIFT 6.0 to 7.5 M
155.72
-
1128
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LIFT 7.5 to 9.0 M
142.48
-
1156
... More
LIFT 9.0 to 10.5 M
129.82
-
1184
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LIFT 10.5 to 12.0 M
117.75
-
1212
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LIFT 12.0 to 13.5 M
42.39
-
1240
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LIFT 13.5 to 15.0 M
42.39
-
1268
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Item No.3 :- Providing & laying in situ,following grade of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. Levelling course
1.75
-
6204
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Item No. 4 :- Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for 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.Foundation for jack well Lift 0 to 5 M
3.5
-
7927
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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, plywood formwork, bully / steel prop-ups, 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. (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).For RCC M-300 grade slabs / landings / vertical walls / waist slabs / steps for staircase. Lift 0 to 15.0 m
58.4
-
8815
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Item No. 6 : - Providing and fixing in position for steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns canopies, stair cases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and shedules including cutting, bending, hooking the bars, binding with wires, or tack welding and supporting as required etc. complete(including cost of binding wire). Lift 0.0 to 15.00 m
4.95
-
97207
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Item No. 7 :- Dewatering charges for estimation purpose for head works in river basin or dam Jack well of 6 m dia
2700
-
77
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Item No. 8 :- Providing and fixing MS ladder .50 wide consi..75 x 10 mm MS flat as stringer and 16 mm dia MS bars in double rows as steps place at 25 Mc/c including cost of material labour welding anchoring and applying three coats of anticorrossive paint etc. complete
5
-
1493
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Item No. 9 :- Refilling the excavated trenches with available stuff in layer of 15 to 20 cm lwith compaction watering etc. complete.
847.96
-
84
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Item No. 10 :- Drilling of 150 mm Dia Horizontal Bore ( Gravel packing)
160
-
440
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Item No. 11 :- 150 mm dia threaded iron casing pipe
24
-
160
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Item No. 12:- 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 anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. (Bd-C-2/275
0.22
-
84527
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Item No 13:- Providing and fixing mild steel grill work for windows/ ventilators of 20 Kg/Sqm. as per drawings including necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting, etc. complete. (Bd-U-1/537)
10.2
-
1895
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Item No 14:- Carrying out recuperation/yield test for asserting the dischage of constructed well/excavated profile as directed by engg-in-charge. The test is carried out by drawing down water from the well/profile below normal/subsoil water level upto full depth rise in water level is recoreded. The normal water level/ subsoil water level in the well/profile as well as stainer/suction level at pump as per design of WS scheme shall be recorded prior to the test including cost of all material, overhead, labourers etc ompleted as directed
7
-
2167
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Item No 15:- Laying and placing in position shrouding material for porous pipe gallery/slotted gallery/well work 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. Complete.(Boulder +Sand filling)
18.93
-
1688
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Item No 16:- Providing & fixing in well Steining, 80 mm dia A.C/PVC pipe weep holes 1.5 M c/c staggered, pipe sloping outside well Steining so as to prevent sand coming along with water current including cost of all jointing materials and labour involved with all leads and lifts etc.
18
-
201
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Item No. 17:- Taking Trial Bore (Core Bore Sampling) by Calyx machine with TCT/NX to get undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite. The item includes all higher and running cost of Calyx machine and back sampling all over burden strata in glass jar and Core samples serially numbered at size 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 (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above G.L. with cap over it.
15
-
1538
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SUB WORK 2:- PUMPING MACHINERY 3 BHP Item No. 1:- Providing erecting & giving test of submericble pump sets confirming to IS 8034 & motor confirming IS 9283.Pump shall be suitable for various delivery head & discharge with stainless steel pump shaft & BRONZE impeller.Motor suitable for working o 415 V 10 %,3 ph 50 hz.A.C supply ,cableguard,thrust carbon/fibre bearing to accept entire hydraulic thrust, water proof winding shall be provided.The pump set shall be suitabel for direct coupling.Pump shall be have suitable suction stainer shall aloso be provided 3 core ,single/ double run cooper conductor submercible type flat cable 3 m ,2 pairs of erction clamps Rates per pump 150 MM Dia upto 12 stages (as per design). 3 BHP on Supply Well Head -
2
-
33474
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Item No. 2:- Supplying & 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
1
-
1858
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Item No. 3:- Supplying erecting & terminating XLPE armoured cable 3 core 4sq. Mm.copper conductor continuous 5.48 sq. mm. ( 12 SVVG) G.i. earth wire complete erected with glands & lugs,on wall / trusses/ pole or laid in provided trench / pipe as per specification no.CBCB2-3core-4 sqmm PVC cable
50
-
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 50 mm dia .G.I. heavy Class.
36
-
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.
36
-
81
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Item No. 7:- Providing and supplying ISI mark CI D/F reflux valves ( non-return valves ) of following dia including railway freiight, inspection charges, unloading from railway wagon,loading into truck, transportaion upto departmental stores,unloading, stacking excluding GST levied by GOI & GOM inall respect etc. complete. Reflux valves as per I.S.5312 Part (1984) Sluice vavle
2
-
4198
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Non return valve
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/MCCB32 A/40-4 Pole, 3 Phase.
1
-
4507
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Item No. 10:- Supplying & erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished / pinted 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 )
1
-
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 insulting materials and connected to the meter.
1
-
834
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Item No. 12:- Providing and erecting main switch or ISI mark- Amp.
1
-
947
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Item No. 13:- Providing and fixing frame work for pannel board near well IsMC 100x50 and ISA 35x35x6 mm etc. complete.
2
-
190
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Item No 14: - Supplying and erecting PVC pipe ''b" class 25 mm to 40 mm for eneclosing PVC cable.PVC cable.
20
-
10
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Item No. 15:- Supplying and ercting galvannised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level 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 gears in PVC pipe upto accessible height duty sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duty tested by earth teaster and recording the results
1
-
4322.85
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Item No. 16:- Supply and erection'B'class G.I. Bend in position with necessary material.( MJP ELEC/MECH CSR 2021-22 It No. 1-4 PW1-5 P. No 11)PW 1-5 50 mm dia D.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 thickto embedded the cable and bricks placed on both sideslength wise and top width wise all over the run and refilling the excavated earth without shine or hard material and making the surface proper with 0.15 m crown on the top(PWD E&M CSR LT 16-1-1 Page no 243 )
20
-
138
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Item No. 18:- Providing and errecting voltmeter A.C. cycles / sec. With 0 to 500V. Range flush type errected on provided M.S. 60 and errected with necessary PVC wire
2
-
537
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Item No 19:- Providing and errecting ammeter A.C. 50 0/50 450 v. or suitable range flush type complete errected in provided MS box connected to supply Ammeter 96 x 966 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 MS. Box with pannel type fuses and connected with PVC
2
-
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/
2
-
1493.1
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ii) Out going ICTP- 16 Amp.
2
-
1156.05
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iii) For lighting ICDP-16 Amp
2
-
558.6
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Item No.22:- Providing and fixing M.S.E.B. kitkat set etc. completeItem
2
-
81
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Item No.23:- Operating of pumping machinery through mobile network System
1
-
12000
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SUB WORK 3:- CONSTRUCTION OF RCC INTAKE WELL 4 M DIA AND 6 M DEPTH Item No.1:- Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-In-Charge, etc. complete excluding refilling. Lift 0.00 to 1.50 M
95.38
-
464
... More
Item No.2:- Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiseling as required in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-In-Charge, etc. complete excluding refilling. Lift 1.50 to 3.00 M
57.7
-
1072
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Lift 3.00 to 4.50 M
57.7
-
1100
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Lift 4.50 to 6.00 M
57.7
-
1128
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Item No.3:- Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:3:6 (M-150)
2.02
-
6204
... More
Item No.4:- Providing and casting in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for R.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, formwork, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. a) Foundation Beam (M-200) Lift 3.60 to 3.00 M
2.37
-
7318
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b) Vertical Wall (M-200) Lift 0.00 to 3.50 M Above & Below GL
15.83
-
8815
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b) Vertical Slab (M-200) Lift 5.00 to 10.00 M Above & Below GL
2.28
-
8815
... More
Item No.5:- Providing and fixing in position steel bar reinforcement of various dia. for R.C.C. 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) Lift 5.00 to 10.00 M
1.52
-
97206
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Item No.6:- 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 by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complete.
2100
-
77
... More
Item No.7:- Providing & fixing in well Steining, 80 mm dia A.C/PVC pipe weep holes 1.5 M c/c staggered, pipe sloping outside well Steining so as to prevent sand coming along with water current including cost of all jointing materials and labour involved with all leads and lifts etc.
18
-
201
... More
Item No.8:- Laying and placing in position shrouding material for porous pipe gallery/slotted gallery/well work 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. Complete.(Boulder +Sand filling) 30% Sand filling
20.94
-
1242
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100% Boulder filling
69.8
-
974
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Item No.9:- Filling in plinth and floors/ trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
236.99
-
84
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Item No.10:- Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if requried). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the complection of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.Note :- Pay line maximum- Top width payable shall be 2 mtr. And maximum payable side slopes shall be 1.5 Horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flatter slopes are not payabale Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/semipervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. This foot note shall appear in tender condition. (type section is shown on last page of type design section of CSR)
570
-
682
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Item No.11:- Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete.
Reflux valves as per I.S.5312 Part I (1984)100 mm dia
1
-
5713
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Item No.12:- 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.) 100 mm dia
1
-
2272
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SUB WORK 4:- CONSTRUCTION OF CONNECTING MAIN 150mm DIA Item No.1:- Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-In-Charge, etc. complete excluding refilling. Lift 0.00 to 1.50 M
132
-
464
... More
Item No.2:- Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiseling as required in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-In-Charge, etc. complete excluding refilling. Lift 1.50 to 3.00 M
132
-
1072
... More
Lift 3.00 to 4.50 M
132
-
1100
... More
Lift 4.50 to 6.00 M
132
-
1128
... More
Lift 6.00 to 7.50 M
132
-
1156
... More
Item No.3:- Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:3:6 (M-150)
1.98
-
6204
... More
Item No.4:- 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) including all statutary duties and taxes 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 / r 150 mm Dia CI
23
-
1950
... More
Item No.5:- Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following class 150 mm Dia CI
23
-
86
... More
Item No.6:- 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 by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complete.
750
-
77
... More
Item No.7:- 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 Sluice valve
1
-
10795
... More
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.) 150 mm Dia Sluice valve
1
-
3570
... More
Item No.9:- Filling in plinth and floors/ trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
532.53
-
84
... More
SUB WORK 5:- CONSTRUCTION OF SLOTTED PIPE GALLARY 450 MM DIA Item No.1:- Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-In-Charge, etc. complete excluding refilling. Lift 0.00 to 1.50 M
67.5
-
464
... More
Item No.2:- Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiseling as required in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-In-Charge, etc. complete excluding refilling. Lift 1.50 to 3.00 M
58.5
-
1072
... More
Item No.3:- Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:3:6 (M-150)
3.08
-
6204
... More
Item No.4:- Providing at site of works ISI standard RCC slotted pipes of NP 3 class including cost of all central and local taxes, octroi, inspection, transportation etc. complete including cost of RCC collar etc. complete. 450 mm Dia
7.5
-
4411
... More
Item No.5:- Lowering, laying and jointing RCC slotted pipesof following diameterincluding all leads and lifts, cost of jointing material, labour etc. complete as directed by Engineer in charge. 450 mm Dia
7.5
-
246
... More
Item No.6:- 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 by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complete.
1200
-
77
... More
Item No.7:- 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-in-charge. 40 mm pebbles
59.4
-
1688
... More
12 mm to 20 mm pebbles
49.5
-
1988
... More
6 mm to 12 mm pebbles
49.5
-
2239
... More
Fine Sand (from river sand at site
39.6
-
1242
... More
Item No.8:- Filling in plinth and floors/ trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
36.52
-
84
... More
SUB WORK 6:- RISING MAIN 90 MM DIA H.D.P.E PE 100 RISING MAIN Item No. 1:- Excavation for 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.
147
-
150
... More
Item No. 2:- Excavation for pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
84
-
170
... More
Item No. 3:- Excavation for pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
84
-
192
... More
Item No. 4:- Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete.
63
-
572
... More
Item No. 5:- Excavation for 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.
84
-
1017
... More
Item No. 6:- Providing and supplying in standard lengths Polyethelene Pipes, onfirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly rotecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. 90 mm HDPE
600
-
244
... More
Item No. 7:- Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part 90 mm HDPE
600
-
67
... More
Item No. 8:- Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 100 mm Dia
100
-
1383
... 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 100 mm Dia.
100
-
154
... More
Item No. 10:- 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.,80 mm dia. Score valve. PN-1.6
1
-
6758
... More
Item No. 11:- Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 50 mm
1
-
10246
... More
Item No. 12:- Lowering, laying and fixing in proper alignment and position all types of CI air valves as driected by engineer in charge including cost of conveyance from stores to site of work cost of all materials and giving satisfactory hydraulic testing etc. complete (for all class of valve) 50 mm dia. Kinetic Air valve.
1
-
279
... More
Item No. 13:- Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)80 mm dia. Sluice valve P.N. -1.6
1
-
5736
... More
Item No. 14:- Lowering, laying and jointing in position following C.I.DIF Reflex 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.)i) 80 mm dia. i) 80 mm dia. Sluice valve.
1
-
1738
... More
ii) 80 mm dia. Score valve.
1
-
1738
... More
Item No. 15:- Providing and lyaing in situ, following grades of P.C.C. (M-150) of trap/granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing, finishing, etc. complete.
10.38
-
6204
... More
Item No. 16:- 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.)
1
-
5578
... More
Item No. 17:- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masomy in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Size : 0.90 x 0.45 x 1.20 m.
1
-
14446
... More
Item No. 18:- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
452.77
-
84
... More
Item No. 19:- Hydraulic testing of H.D.P.E pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 90 MM HDPE
0.6
-
12403
... More
SUB WORK 7 :- CONSTRUCTION OF RCC ESR (CAPACITY-25000 LITRES 12M STAGING HEIGHT) 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 25000 liters 12 M staging Ht
1
-
1048625
... More
Item No. 2 :- Providing and supplying ISI standard welded CI/DF double flanged pipe including GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe 80 mm dia inlet pipe
20
-
1466
... More
80 mm dia outlet pipe
17
-
1466
... More
80 mm dia overflow pipe
20
-
1466
... 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 inspection charges, transportation upto departmental store, unloading, stacking 80 mm dia PN 1
3
-
5132
... More
Item No. 4 :- Providing and supplying ISI standard DI. 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, loading and unloading including GST levied by GOI & GOM in all respect etc. complete as per IS-9523. 80 to 300 mm dia
100
-
111
... More
SUB WORK 8:- DISTRIBUTION SYSTEM 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. Lift 0 to 1.5 M for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
213.15
-
150
... More
Item No. 2:- Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M for 75 mm dia PVC 4 kg per sqcm
121.8
-
170
... More
Item No. 3:- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
121.8
-
192
... More
Item No. 4:- Excavation for foundation / pipe trenches in hard rock by chiselling, wedging, line drilling by any other mechanical means other rthan 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. Lift 0 to 1.5 M for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
121.8
-
572
... More
Item No. 4:- Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
121.8
-
1017
... 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 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
620
-
115
... More
for 90 mm dia PVC 4 kg per sqcm
250
-
160
... 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,as perIS code,etc. complete (with cement solvent joint / ring fit joint). for 75 mm dia PVC 4 kg per sqcm
620
-
25
... More
for 90 mm dia PVC 4 kg per sqcm
250
-
31
... More
Item No. 7:- Providing PVC specials @10% cost of pipe
1
-
11130
... More
Item No. 8:- Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe 100 mm Dia
25
-
644
... 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 100 mm Dia
25
-
129
... More
Item No. 10:- 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. 80 mm dia
1
-
6758
... More
Item No. 11:- Lowering, laying and jointing in position following C.I. D/F Reflux 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
1
-
1738
... More
Item No. 12:- 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.. WT 40 KG
2
-
3043
... More
Item No. 13:- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masomy in C.M. 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)
2
-
14446
... More
Item No. 14:- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.T levied by GOI & GOM in all respect etc. complete.
696.02
-
84
... More
Item No. 15:- Providing and lyaing in situ, following grades of P.C.C. (M-150) of trap/granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing, finishing, etc. complete.
14
-
5640
... More
Item No. 16:- Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.for 75 mm dia PVC 4 kg per sqcm
0.15
-
2481
... More
for 90 mm dia PVC 4 kg per sqcm
0.03
-
3721
... More
SUB WORK 9:- TRIAL RUN AND MISCELLANEOUS WORK Item No.1 :- Providing and fixing board displaying information, such as 'Name of work, Tender cost, In Rs. Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles
of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. Number As directed by Engineer in Charge
1
-
9284
... More
Item No.2 :- Providing and supplying Valve fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation up to store excluding GST levied by GOI and GOM in all respect etc. complete
30
-
1311
... More
Item No.3 :- Providing and constructing cattle trough in village for domestic cattles in Rural areas
1
-
74000
... More
Item No.4 :- Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.
3
-
26244
... More
SUB WORK 10:- PROVISION FOR FHTC TAB CONNECTION Item No.1 :- Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution main (With Road Crossing)
30
-
3452
... More
(Without Road Crossing)
30
-
2501
... More
Item No.2 :- Providing and making solid support for newly and old construction house tab connection including painting as directed by Engineer-in-charge
60
-
845
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