Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Dec 2022
Closing Date19 Dec 2022
Tender Amount₹ 1,92,47,287
Costs
EMD
₹ 1,92,473Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_DHULE_857366_1Bid Award Id
ViewTender No
DZP/RWS/JJM/92/2022Tender 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
BOQ Items
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Lift 1.50 to 3.00 m
75.36
-
364.1
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Lift 3.00 to 4.50 m
66.23
-
393.8
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Lift 4.50 to 6.00 m
57.7
-
423.5
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ITEM NO. 3
Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift 6.00 to 7.50 m
42.39
-
900.9
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Lift 7.50 to 9.00 m
42.39
-
931.7
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Lift 9.00 to 10.50 m
42.39
-
962.5
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Lift 10.50 to 12.00 m
42.39
-
993.3
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Lift 12.00 to 13.50 m
42.39
-
1024.1
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Lift 13.50to 15.00 m
42.39
-
1054.9
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Lift 15.00 to 16.00 m
28.26
-
1085.7
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ITEM NO. 4
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
1500
-
84.7
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ITEM NO. 5
Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.
6.99
-
6824.4
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ITEM NO. 6
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 form work,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 finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) excluding steel a) R.C.C. Ring Beam ,M200
2.8
-
9541.4
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b) R.C.C. Ring Wall ,M200
27.27
-
10244.3
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ITEM NO. 7
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, 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) TOR STEEL
2.1
-
97206
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ITEM NO. 8
Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.
0.31
-
70017
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ITEM NO. 9
Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 8 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
8mm Thick
12
-
5622.1
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ITEM NO. 10
Providing & filling around the well boulders filling of selected variety & size of boulders including cost of all materials ,labours ,transportation etc. complete with all leads & lifts
204.21
-
1071.4
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ITEM NO. 11
Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge.
14
-
387
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ITEM NO. 12
Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts.
12
-
221.1
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ITEM NO. 13
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.
287.91
-
92.4
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ITEM NO. 14
Drilling of horizontal bores in soft and hard strata 150mm dia.by D.T.C machine including transportation of machine at site.
120
-
369
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ITEM NO. 15
Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials. overhead, labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.
7
-
2167
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S.W. No. 02 CONSTRUCTION OF SWITCH ROOM Item No.1
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
3.76
-
165
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Item No.2
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
2.35
-
1292.5
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Item No.3
Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.
4.68
-
911.9
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Item No.4
Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) P.C.C. 1:3:6
1.75
-
6274.4
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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, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
RCC M-200
A) R.C.C. Footing
0.24
-
8049.8
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B)R.C.C. Column
1.15
-
9696.5
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C)R.C.C. Beam
3.56
-
9541.4
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D)Chajja
0.16
-
10200.3
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E)R.C.C. Slab
1.7
-
10244.3
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Item No.6
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire)
0.32
-
98145.4
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Item No.7
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
10.57
-
8793.4
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Item No. 8
Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear)
1.62
-
5311.9
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Item No. 9
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.)
0.54
-
5361.4
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Item No. 10
Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete.
43.92
-
432.3
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Item No. 11
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
62.71
-
702.9
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Item No.12
Providing and laying cement concrete flooring 50 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 30cm x 30cm or other size laid diagonally/ square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete.with Crushed sand VSI Grade
9
-
639.1
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Item No. 13
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.
43.92
-
52.8
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Item No. 14
Providing and applying white-wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete.
9
-
13.2
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Item No. 15
Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.
62.71
-
287.1
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Item No. 16
Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete.
2
-
2000
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S.W. No. 03 BODHGAON PURE WATER PUMPING MACHINERY
Item No.1 Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump.
5 HP Submerssible Pumpset
3188LPH Discharge
43 Head in M. 150 MM Dia.
2
-
38094.84
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Item No. 2
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.
65 mm Dia. G.I. Pipe ( C Class )
80
-
504
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Item No. 3
Providing & fixing of M.S. clamps for holding 65mm dia G.I. pipe.
4
-
800
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Item No. 4
3 core PVC insulated, PVC sheathed copperconductor flat submersible cable
Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.
(3 core 4 sq mm)
80
-
211.2
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Item No. 5
Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE
25 MM Dia G.I.Pipe
80
-
196
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Item No.6
Making trench in soft soil of suitable width & depth for laying provided L.T cable up to 10 sq.mm complete.As per specification No. CW-EXN-CTR
80
-
167.3
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Item No.7
Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c. Submersible/centrifugal pump set upto 7.5 HP
consisting of DOL starter having relay range 9-14 AMP,S.P.P., Combined ammeter/voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc
5.0 HP PUMP
2
-
6669.3
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Item No.8
Providing tools for pumping machinary
1
-
6802
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Item No.9
Aluminium conductor 4 Core, XLPE / PVC insulated & armoured cable
Supplying and erecting, XLPE / PVC insulated, annoured cable 1100 V grade with ISi mark Four core, solid/ stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner.
60
-
199.44
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Item No. 10
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.
40
-
95
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Item No. 11
EARTHING Supplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP
2
-
4714
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Item No. 12
Providing & fixing 100 mm dia. Pressure gauge.
2
-
4351.3
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Item No. 13
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
As Sluice Valve/Scour valve.
2
-
4198
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Item No. 14
Providing , installing 50 MM. dia. Reflux Valve PN-1 rating, water works quality without bypass arrangements etc.complete.(MJP SSR 21-22,P.No. 131/1,4,5)
2
-
3319
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Item No. 15
Supplying and erecting GI strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP.
20
-
244.2
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S.W. No. 04 BODHGAON PURE WATER RISING MAIN HDPE 6 KG 90 MM L= 565 M
Item No.1
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, includingb transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
90 mm dia HDPE 6 kg
565
-
244
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Item No. 2
Providing & supplying HDPE/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
1
-
6893
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Item No. 3
Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
As Sluice Valve/scour valve
80 mm dia. Sluice Valve
2
-
5132
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Item No. 4
Providing and Fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984)
As Non Return Valve 80 mm dia. Sluice Valve
1
-
4092
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Item No. 5
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.
25 mm dia. Single Ball Air Valve
2
-
1054
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Item No.6
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.
127.13
-
165
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Item No.7
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
127.13
-
211.2
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Item No.8
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
105.94
-
629.2
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Item No. 9
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.
63.56
-
830.5
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Item No. 10
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
63.56
-
92.4
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Item No. 11
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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II
90 mm dia H.D.P.E 10 Kg/cm2 pipe
565
-
73.7
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Item No. 12
Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge 80 mm dia. Sluice Valve
3
-
1911.8
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Item No. 13
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc complete with initial lift of 1.50m below /above ground level.
16.8
-
6824.4
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Item No. 14
Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line Foundation on Murum and Harder Strata. 25 mm dia. Single Ball Air Valve
2
-
6135.8
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Item No. 15
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45X90cm
3
-
7254.5
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Item No. 16
Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..
90 mm dia HDPE 10 Kg/cm2 pipe
0.57
-
8186.2
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Item No. 17
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
403.37
-
92.4
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S.W. No. 05 RCC ESR 20000 LITRES STAGING HEIGHT 9 M
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 E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, 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 Stainless steel ladder inside and M.S. ladder with G.I. railing outside, 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 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures 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.
The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.
For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
The entire structure shall be in M-300 mix only.
Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.
These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition.
All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 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.
75% part rate shall be payable for reinforcement concrete 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.
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.
Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate 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.
The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below:
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 CSR).
RCC ESR 20000 LITRES STAGING HEIGHT 90 M"
Capacity of ESR
Cost of 20000 Ltr
1
-
806933.6
... More
Item No. 2
Providing & 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. Inlet 100 mm dia.CI.D.F pipes
48
-
1813
... More
Item No. 3 :-
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
c) Sluice valve - PN - 1 (Without by pass arrangement)
100 mm dia CIDF Sluice Valve
3
-
6835
... More
Item No. 4 :-
Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete.
Diameter 80 mm to 300 mm
250
-
73
... More
S.W. No. 06 BODHGAON DISTRIBUTION SYSTEM Item No. 1
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).
75 mm dia pvc 4 kg/cm2
834
-
115
... More
90 mm dia pvc 4 kg/cm2
60
-
160
... More
110 mm dia pvc 4 kg/cm2
54
-
219
... More
140 mm dia pvc 4 kg/cm2
60
-
367
... More
Item No. 2
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 CIDF Sluice valve
4
-
5132
... More
100 mm dia CIDF Sluice valve
1
-
6835
... More
150 mm dia CIDF Sluice valve
1
-
10251
... More
Item No. 3
Providing and supplying PVC/C.I/G.I. Specials.
1
-
13935.6
... More
Item No. 4
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. 0.0 to 1.50.
177.9
-
165
... More
Item No. 5
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
320.22
-
211.2
... More
Item No. 6
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
106.74
-
629.2
... More
Item No. 7
Lowerig and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, rubber ring giving satisfactory hydraullic testing as per IS Code etc complete (with cement sovlentjoint / ring fit joint working pressure 4 Kg./Sqm.)
75 mm dia pvc 4 kg/cm2
834
-
27.5
... More
90 mm dia pvc 4 kg/cm2
60
-
34.1
... More
110 mm dia pvc 4 kg/cm2
54
-
38.5
... More
140 mm dia pvc 4 kg/cm2
60
-
45.1
... More
Item No. 8
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. 75 mm dia pvc 4 kg/cm2
0.83
-
2729.1
... More
90 mm dia pvc 4 kg/cm2
0.06
-
4093.1
... More
110 mm dia pvc 4 kg/cm2
0.05
-
4093.1
... More
140 mm dia pvc 4 kg/cm2
0.06
-
5457.1
... More
Item No. 9
Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge .
80 mm dia CIDF Sluice valve
4
-
1911.8
... More
100 mm dia CIDF Sluice valve
1
-
2499.2
... More
150 mm dia CIDF Sluice valve
1
-
3927
... More
Item No. 10
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45X90cm
6
-
7254.5
... More
Item No. 11
Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete.
471.46
-
92.4
... More
Item No. 12
Providing and laying in situ 1:2:4(M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
21.17
-
6204
... More
Item No. 13
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
106.74
-
92.4
... More
PART B) BHAJIRA S.W. No. 01 CONSTRUCTION OF NEW SUPPLY WELL
ITEM NO. 1
Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits together undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quartizite etc. The item includes all Hire & running cost of Callyx Machine conveying all materials to site of work excluding conveyance of callyx, machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden Core Box, Samples to be taken at 1.0 m interval and conveying to the place as directed by Engineer-in-charge, The diameter of bore in overburden shall be 100 mm and of NX size (50mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburdern only and shall be 1.0 m above GL with cap over it.
a) in over burden ( soft soil, murum)
6
-
1691.8
... More
In weathered rock / soft rock
12
-
3392.4
... More
ITEM NO. 2
Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, 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
-
334.4
... More
lift 1.50 to 3.00m
75.36
-
364.1
... More
Lift 3 .00to 4.50 m
66.23
-
393.8
... More
Lift 4.50 to 6.00m
57.7
-
423.5
... More
ITEM NO. 3
Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift 6.00 to 7.50m
42.39
-
900.9
... More
Lift 7.50 to 9.00m
42.39
-
931.7
... More
Lift 9.00 to 10.50 m
42.39
-
962.5
... More
Lift 10.50 to 12.00m
42.39
-
993.3
... More
Lift 12.00 to 13.50m
42.39
-
1024.1
... More
Lift 13.50 to 15.00m
42.39
-
1054.9
... More
ITEM NO. 4
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
2223.02
-
84.7
... More
ITEM NO. 5
Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.
1.91
-
6824.4
... More
ITEM NO. 6
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 form work,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 finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) excluding steel a) R.C.C. Ring Beam ,M200
2.8
-
9541.4
... More
b) R.C.C. Ring Wall ,M200
27.27
-
10244.3
... More
ITEM NO. 7
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, 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) TOR STEEL
2.1
-
97206
... More
ITEM NO.8
Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.
0.31
-
70017
... More
ITEM NO. 9
Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 8 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
8mm Thick
12
-
5622.1
... More
ITEM NO. 10
Providing & filling around the well boulders filling of selected variety & size of boulders including cost of all materials ,labours ,transportation etc. complete with all leads & lifts
120.77
-
1071.4
... More
ITEM NO. 11
Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge.
14
-
387
... More
ITEM NO. 12
Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts.
12
-
221.1
... More
ITEM NO. 13
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.
274.28
-
92.4
... More
ITEM NO. 14
Drilling of horizontal bores in soft and hard strata 150mm dia.by D.T.C machine including transportation of machine at site.
120
-
405.9
... More
ITEM NO. 15
Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials. overhead, labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.
7
-
2383.7
... More
S.W. No. 02 Construction of Switch Room
Item No.1
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
3.76
-
165
... More
Item No.2
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
2.35
-
1292.5
... More
Item No.3
Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.
4.68
-
911.9
... More
Item No.4
Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) P.C.C. 1:3:6
1.75
-
6274.4
... 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, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
RCC M-200
A) R.C.C. Footing
0.24
-
8049.8
... More
B)R.C.C. Column
1.15
-
9696.5
... More
C)R.C.C. Beam
3.56
-
9541.4
... More
D)Chajja
0.16
-
10200.3
... More
E)R.C.C. Slab
1.7
-
10244.3
... More
Item No.6
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire)
0.32
-
98145.4
... More
Item No.7
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
10.57
-
8793.4
... More
Item No. 8
Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear)
1.62
-
5311.9
... More
Item No. 9
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.)
0.54
-
5361.4
... More
Item No. 10
Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete.
43.92
-
432.3
... More
Item No. 11
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
62.71
-
702.9
... More
Item No.12
Providing and laying cement concrete flooring 50 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 30cm x 30cm or other size laid diagonally/ square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete.with Crushed sand VSI Grade
9
-
639.1
... More
Item No. 13
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.
43.92
-
52.8
... More
Item No. 14
Providing and applying white-wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete.
9
-
13.2
... More
Item No. 15
Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.
62.71
-
287.1
... More
Item No. 16
Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete.
2
-
2000
... More
S.W. No. 03 BHATJIRA Pure Water Pumping Machinery
Item No. 1
Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump.
5.00 HP Submerssible Pumpset
5120 LPH Discharge
34.00 Head in M. 150 MM Dia.
2
-
38094.84
... More
Item No. 2
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.
65 mm Dia. G.I. Pipe ( C Class )
60
-
504
... More
Item No. 3
Providing & fixing of M.S. clamps for holding 65mm dia G.I. pipe.
4
-
800
... More
Item No. 4
Supplying & erecting flat flexible 3 core 4 sq.mm PVC sheathed submersible
type copper cable suitably clamped at fixed intervals with column pipe assembly
complete.
60
-
211.2
... More
Item No. 5
Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE
25 MM Dia G.I.Pipe
60
-
196
... More
Item No.6
Making trench in soft soil of suitable width & depth for laying provided L.T cable up to 10 sq.mm complete.As per specification No. CW-EXN-CTR
60
-
167.3
... More
Item No.7
Supplying & erecting automatic control panel for 3 Phase , 415 volt, A.C,
Submersible/centrifugal pump set up to 7.5 HP consisting of DOL starter
having relay range 9-14 AMP,S.P.P., Combined ammeter/ voltmeter, phase
indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with
IP 54 protection. Control Panel should offer single phasing, phase reversal, phase 5 HP Pump
2
-
6669.3
... More
Item No.8
Providing tools for pumping machinary
1
-
6802
... More
Item No.9
Aluminium conductor 4 Core, XLPE / PVC insulated & armoured cable
Supplying and erecting, XLPE / PVC insulated, annoured cable 1100 V grade with ISi mark Four core, solid/ stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner.
60
-
199.44
... More
Item No. 10
Providing and supplying ISI standard CI flanged / MS 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.
40
-
95
... More
Item No. 11
EARTHING Supplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP
1
-
5185.4
... More
Item No. 12
Providing & fixing 100 mm dia. Pressure gauge.
1
-
929.16
... More
Item No. 13
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
50 mm dia sluice valve
2
-
4198
... More
Item No.14
Providing , installing 50 MM. dia. Reflux Valve PN-1 rating, water works quality without bypass arrangements etc.complete.(MJP SSR 21-22,P.No. 131/1,4,5)
2
-
3319
... More
Item No.15
Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP.
20
-
244.2
... More
S.W. No. 04 BHATJIRA Pure Water Rising Main HDPE
Item No.1
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, includingb transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
90 mm dia HDPE 6 kg
100
-
244
... More
Item No. 2
Providing & supplying HDPE/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
0.05
1
-
11901
... More
Item No. 3
Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. As Sluice Valve
80 mm dia. Sluice Valve
2
-
5132
... More
Item No. 4
Providing and Fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984)
As Non Return Valve 80 mm dia. Sluice Valve
1
-
4092
... More
Item No. 5
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.
20 mm dia. Single Ball Air Valve
1
-
764
... More
Item No.6
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.
21
-
165
... More
Item No.7
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
21
-
211.2
... More
Item No.8
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
17.5
-
629.2
... More
Item No.9
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.
10.5
-
830.5
... More
Item No.10
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
10.5
-
92.4
... More
Item No.11
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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II
90 mm dia H.D.P.E 8 Kg/cm2 pipe
100
-
73.7
... More
Item No. 12
Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge As Sluice Valve
80 mm dia. Sluice Valve
3
-
1911.8
... More
Item No. 13
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc complete with initial lift of 1.50m below /above ground level.
1.68
-
6824.4
... More
Item No. 14
Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line Foundation on Murum and Harder Strata.
20 mm dia. Single Ball Air Valve
1
-
6135.8
... More
Item No. 15
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45X90cm
3
-
7254.5
... More
Item No. 16
Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..
90 mm dia HDPE 6 Kg/cm2 pipe
0.1
-
8186.2
... More
Item No. 17
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
67.68
-
92.4
... More
S.W. No. 05 BHATJIRA DISTRIBUTION SYSTEM Item No. 1
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).
75 mm dia pvc 4 kg/cm2
360
-
115
... More
90 mm dia pvc 4 kg/cm2
120
-
160
... More
110 mm dia pvc 4 kg/cm2
108
-
219
... More
Item No. 2
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 CIDF Sluice valve
2
-
5132
... More
100 mm dia CIDF Sluice valve
1
-
6835
... More
Item No. 3
Providing and supplying PVC/C.I/G.I. Specials.
1
-
8425.2
... More
Item No. 4
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. 0.0 to 1.50.
104.25
-
165
... More
Item No. 5
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
187.65
-
211.2
... More
Item No. 6
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
62.55
-
629.2
... More
Item No. 7
Lowerig and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, rubber ring giving satisfactory hydraullic testing as per IS Code etc complete (with cement sovlentjoint / ring fit joint working pressure 4 Kg./Sqm.)
75 mm dia pvc 4 kg/cm2
360
-
27.5
... More
90 mm dia pvc 4 kg/cm2
120
-
34.1
... More
110 mm dia pvc 4 kg/cm2
108
-
38.5
... More
Item No. 8
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. 75 mm dia pvc 4 kg/cm2
0.36
-
2729.1
... More
90 mm dia pvc 4 kg/cm2
0.12
-
4093.1
... More
110 mm dia pvc 4 kg/cm2
0.11
-
4093.1
... More
Item No. 9
Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge .
80 mm dia CIDF Sluice valve
2
-
1911.8
... More
100 mm dia CIDF Sluice valve
1
-
2499.2
... More
Item No. 10
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45X90cm
3
-
7254.5
... More
Item No. 11
Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete.
283.58
-
92.4
... More
Item No. 12
Providing and laying in situ 1:2:4(M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
4.94
-
6204
... More
Item No. 13
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
62.55
-
92.4
... More
PART C) SABARSONDA S.W. No. 01 Pure Water Pumping Machinery
Item No. 1
Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump. 5.00 HP Submerssible Pumpset
2021 LPH Discharge 23.00 Head in M. 150 MM Dia.
2
-
38094.84
... More
Item No.2 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.
65 mm Dia. G.I. Pipe ( C Class )
40
-
504
... More
Item No. 3
Providing & fixing of M.S. clamps for holding 65mm dia G.I. pipe.
4
-
800
... More
Item No. 4
3 core PVC insulated, PVC sheathed copperconductor flat submersible cable
Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.
(3 core 4 sq mm)
40
-
211.2
... More
Item No. 5
Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE
25 MM Dia G.I.Pipe
40
-
196
... More
Item No.6
Making trench in soft soil of suitable width & depth for laying provided L.T cable up to 10 sq.mm complete.As per specification No. CW-EXN-CTR
40
-
167.3
... More
Item No.7
Supplying & erecting automatic control panel for 3 Phase , 415 volt, A.C,
Submersible/centrifugal pump set up to 7.5 HP consisting of DOL starter
having relay range 9-14 AMP,S.P.P., Combined ammeter/ voltmeter, phase
indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with
IP 54 protection. Control Panel should offer single phasing, phase reversal, phase
5 HP PUMP
2
-
6669.3
... More
Item No.8
Providing tools for pumping machinary
1
-
6802
... More
Item No.9
Aluminium conductor 4 Core, XLPE / PVC insulated & armoured cable
Supplying and erecting, XLPE / PVC insulated, annoured cable 1100 V grade with ISi mark Four core, solid/ stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner.
50
-
199.44
... More
Item No. 10
Providing and supplying ISI standard CI flanged / MS 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.
30
-
95
... More
Item No. 11
EARTHING Supplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP
1
-
5185.4
... More
Item No. 12
Providing & fixing 100 mm dia. Pressure gauge.
1
-
929.16
... More
Item No. 13
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(50mm Dia)
2
-
4198
... More
Item No.14
Providing , installing 50 MM. dia. Reflux Valve PN-1 rating, water works quality without bypass arrangements etc.complete.(MJP SSR 21-22,P.No. 131/1,4,5)
2
-
3319
... More
Item No.15
Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP.
20
-
244.2
... More
S.W. No. 02 SABARSONA Pure Water Rising Main HDPE
Item No.1
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, includingb transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
90 mm dia HDPE 6 kg
1800
-
244
... More
Item No. 2
Providing & supplying HDPE/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
0.05
1
-
21960
... More
Item No. 3
Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. As Sluice Valve
80 mm dia. Sluice Valve
3
-
5132
... More
Item No. 4
Providing and Fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984)
As Non Return Valve 80 mm dia. Sluice Valve
2
-
4092
... More
Item No. 5
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.
20 mm dia. Single Ball Air Valve
6
-
764
... More
Item No.6
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.
378
-
165
... More
Item No.7
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
378
-
211.2
... More
Item No.8
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
315
-
629.2
... More
Item No.9
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.
189
-
830.5
... More
Item No.10
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
189
-
92.4
... More
Item No.11
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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II
90 mm dia H.D.P.E 8 Kg/cm2 pipe
1800
-
34.1
... More
Item No. 12
Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge As Sluice Valve
80 mm dia. Sluice Valve
5
-
1911.8
... More
Item No. 13
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc complete with initial lift of 1.50m below /above ground level.
42
-
6824.4
... More
Item No. 14
Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line Foundation on Murum and Harder Strata.
20 mm dia. Single Ball Air Valve
6
-
6135.8
... More
Item No. 15
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45X90cm
5
-
7254.5
... More
Item No. 16
Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..
90 mm dia HDPE 6 Kg/cm2 pipe
1.8
-
5457.1
... More
Item No. 17
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
1017.55
-
92.4
... More
S.W. No. 03 RCC ESR 15000 LITRES STAGING HEIGHT 9 M
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 E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, 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 Stainless steel ladder inside and M.S. ladder with G.I. railing outside, 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 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures 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.
The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.
For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
The entire structure shall be in M-300 mix only.
Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.
These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition.
All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 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.
75% part rate shall be payable for reinforcement concrete 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.
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.
Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate 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.
The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below:
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 CSR).
RCC ESR 15000 LITRES STAGING HEIGHT 9 M"
Capacity of ESR
Cost of 15000 Ltr
1
-
605200.2
... More
Item No. 2
Providing & 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. Inlet 100 mm dia.CI.D.F pipes
48
-
1813
... More
Item No. 3 :-
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
c) Sluice valve - PN - 1 (Without by pass arrangement)
100 mm dia CIDF Sluice Valve
3
-
6835
... More
Item No. 4 :-
Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete.
Diameter 80 mm to 300 mm
440
-
73
... More
S.W. No. 04 SABARSONDA Distribution System
Item No. 1
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).
75 mm dia pvc 4 kg/cm2
342
-
115
... More
90 mm dia pvc 4 kg/cm2
24
-
160
... More
Item No. 2
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 CIDF Sluice valve
1
-
5132
... More
Item No. 3
Providing and supplying PVC/C.I/G.I. Specials.
1
-
4317
... More
Item No. 4
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. 0.0 to 1.50.
63.21
-
165
... More
Item No.5
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
115.29
-
211.2
... More
Item No.6
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
38.43
-
629.2
... More
Item No.7
Lowerig and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, rubber ring giving satisfactory hydraullic testing as per IS Code etc complete (with cement sovlentjoint / ring fit joint working pressure 4 Kg./Sqm.)
75 mm dia pvc 4 kg/cm2
342
-
27.5
... More
90 mm dia pvc 4 kg/cm2
24
-
34.1
... More
Item No. 8
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. 75 mm dia pvc 4 kg/cm2
0.34
-
2729.1
... More
90 mm dia pvc 4 kg/cm2
0.02
-
4093.1
... More
Item No. 9
Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge .
80 mm dia CIDF Sluice valve
1
-
1911.8
... More
Item No. 10
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45X90cm
1
-
7254.5
... More
Item No. 11
Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete.
169.14
-
92.4
... More
Item No. 12
Providing and laying in situ 1:2:4(M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
7.7
-
6824.4
... More
Item No. 13
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
38.43
-
92.4
... More
PART D) PACHMAULI S.W. No. 01 DEEPNING OF EXISTING SUPPLY WELL 6.5X17 (PACHMAULI + SABARSONDA)
ITEM NO. 1
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) Lift 13.00 to 14.50m
49.75
-
993.3
... More
Lift 14.50 to 16.00m
49.75
-
1024.1
... More
Lift 16.00 to 17.00m
49.75
-
1054.9
... More
ITEM NO. 2
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
1500
-
84.7
... More
ITEM NO. 3
Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.
0.27
-
70017
... More
ITEM NO. 4
Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 8 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
8mm Thick
10.5
-
5622.1
... More
ITEM NO. 5
Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge.
16
-
387
... More
ITEM NO. 6
Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts.
12
-
221.1
... More
ITEM NO. 7
Drilling of horizontal bores in soft and hard strata 150mm dia.by D.T.C machine including transportation of machine at site.
120
-
369
... More
ITEM NO. 8
Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials. overhead, labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.
7
-
2167
... More
Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge
28.26
-
818.4
... More
S.W. No. 02 Construction of Switch Room
Item No.1
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
3.76
-
165
... More
Item No.2
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
2.35
-
1292.5
... More
Item No.3
Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.
4.68
-
911.9
... More
Item No.4
Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) P.C.C. 1:3:6
1.75
-
6274.4
... 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, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
RCC M-200
A) R.C.C. Footing
0.24
-
8049.8
... More
B)R.C.C. Column
1.15
-
9696.5
... More
C)R.C.C. Beam
3.56
-
9541.4
... More
D)Chajja
0.16
-
10200.3
... More
E)R.C.C. Slab
1.7
-
10244.3
... More
Item No.6
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire)
0.32
-
98145.4
... More
Item No.7
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
10.57
-
8793.4
... More
Item No. 8
Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear)
1.62
-
5311.9
... More
Item No. 9
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.)
0.54
-
5361.4
... More
Item No. 10
Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete.
43.92
-
432.3
... More
Item No. 11
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
62.71
-
702.9
... More
Item No.12
Providing and laying cement concrete flooring 50 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 30cm x 30cm or other size laid diagonally/ square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete.with Crushed sand VSI Grade
9
-
639.1
... More
Item No. 13
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.
43.92
-
52.8
... More
Item No. 14
Providing and applying white-wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete.
9
-
13.2
... More
Item No. 15
Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.
62.71
-
287.1
... More
Item No. 16
Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete.
2
-
2000
... More
S.W. No. 03 PACHMAULI Pure Water Pumping Machinery
Item No. 1
Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump.
5 HP Submerssible Pumpset
2055 LPH Discharge
36 Head in M. 150 MM Dia.
2
-
38094.84
... More
Item No. 2
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.
65 mm Dia. G.I. Pipe ( C Class )
60
-
504
... More
Item No. 3
Providing & fixing of M.S. clamps for holding 65mm dia G.I. pipe.
4
-
800
... More
Item No. 4
3 core PVC insulated, PVC sheathed copperconductor flat submersible cable
Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.
(3 core 4 sq mm)
60
-
211.2
... More
Item No. 5
Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE
25 MM Dia G.I.Pipe
60
-
196
... More
Item No.6
Making trench in soft soil of suitable width & depth for laying provided L.T cable up to 10 sq.mm complete.As per specification No. CW-EXN-CTR
60
-
167.3
... More
Item No.7 Supplying & erecting automatic control panel for 3 Phase , 415 volt, A.C,
Submersible/centrifugal pump set up to 7.5 HP consisting of DOL starter
having relay range 9-14 AMP,S.P.P., Combined ammeter/ voltmeter, phase
indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with
IP 54 protection. Control Panel should offer single phasing, phase reversal, phase
imbalance etc .
5 HP PUMP
2
-
6669.3
... More
Item No.8
Providing tools for pumping machinary
1
-
6802
... More
Item No.9
Aluminium conductor 4 Core, XLPE / PVC insulated & armoured cable
Supplying and erecting, XLPE / PVC insulated, annoured cable 1100 V grade with ISi mark Four core, solid/ stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner.
60
-
199.44
... More
Item No. 10
Providing and supplying ISI standard CI flanged / MS 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.
40
-
95
... More
Item No. 11
EARTHING Supplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP
1
-
5185.4
... More
Item No. 12
Providing & fixing 100 mm dia. Pressure gauge.
1
-
929.16
... More
Item No. 13
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 (50mm dia)
2
-
4198
... More
Item No.14
Providing , installing 50 MM. dia. Reflux Valve PN-1 rating, water works quality without bypass arrangements etc.complete.(MJP SSR 21-22,P.No. 131/1,4,5)
2
-
3319
... More
Item No.15
Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP.
20
-
244.2
... More
S.W. No. 04 Pure Water Rising Main HDPE
Item No.1
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, includingb transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
90 mm dia HDPE 6 kg
110
-
244
... More
Item No. 2
Providing & supplying PVC/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
0.05
1
-
1342
... More
Item No. 3
Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
As Sluice Valve
80 mm dia. Sluice Valve
2
-
5132
... More
Item No. 4
Providing and Fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984)
As Non Return Valve
80 mm dia. Sluice Valve
1
-
4092
... More
Item No. 5
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.
20 mm dia. Single Ball Air Valve
1
-
764
... More
Item No.6
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.
23.1
-
165
... More
Item No.7
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
23.1
-
211.2
... More
Item No.8
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
19.25
-
629.2
... More
Item No.9
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.
11.55
-
830.5
... More
Item No.10
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
11.55
-
92.4
... More
Item No.11
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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II
90 mm dia PVC 8 Kg/cm2 pipe
110
-
34.1
... More
Item No.12 Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge
3
-
1911.8
... More
Item No. 13
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc complete with initial lift of 1.50m below /above ground level.
4.2
-
6824.4
... More
Item No. 14
Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line Foundation on Murum and Harder Strata.
20 mm dia. Single Ball Air Valve
1
-
6135.8
... More
Item No. 15
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45X90cm
3
-
7254.5
... More
Item No. 16
Hydraulic testing of HDPE 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 dia PVC 6 Kg/cm2 pipe
0.11
-
5457.1
... More
Item No. 17
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
60.55
-
92.4
... More
S.W. No. 05 RCC ESR 15000 LITRES STAGING HEIGHT 9 M
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 E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, 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 Stainless steel ladder inside and M.S. ladder with G.I. railing outside, 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 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures 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.
The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.
For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
The entire structure shall be in M-300 mix only.
Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.
These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition.
All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 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.
75% part rate shall be payable for reinforcement concrete 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.
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.
Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate 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.
The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below:
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 CSR).
RCC ESR 15000 LITRES STAGING HEIGHT 9 M"
Capacity of ESR
Cost of 15000 Ltr
1
-
605200.2
... More
Item No. 2
Providing & 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. Inlet 100 mm dia.CI.D.F pipes
48
-
1813
... More
Item No. 3 :-
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
c) Sluice valve - PN - 1 (Without by pass arrangement)
100 mm dia CIDF Sluice Valve
3
-
6835
... More
Item No. 4 :-
Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete.
Diameter 80 mm to 300 mm
440
-
73
... More
S.W. No. 06 PACHMAULI Distribution System
Item No. 1
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).
75 mm dia pvc 4 kg/cm2
468
-
115
... More
90 mm dia pvc 4 kg/cm2
12
-
160
... More
110 mm dia pvc 4 kg/cm2
18
-
219
... More
Item No. 2
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 CIDF Sluice valve
4
-
5132
... More
100 mm dia CIDF Sluice valve
1
-
6835
... More
Item No. 3
Providing and supplying PVC/C.I/G.I. Specials.
1
-
5968.2
... More
Item No. 4
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. 0.0 to 1.50.
87.15
-
165
... More
Item No. 5
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
156.87
-
211.2
... More
Item No.6
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
52.29
-
629.2
... More
Item No.7
Lowerig and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, rubber ring giving satisfactory hydraullic testing as per IS Code etc complete (with cement sovlentjoint / ring fit joint working pressure 4 Kg./Sqm.)
75 mm dia pvc 4 kg/cm2
468
-
27.5
... More
90 mm dia pvc 4 kg/cm2
12
-
34.1
... More
110 mm dia pvc 4 kg/cm2
18
-
38.5
... More
Item No. 8
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. 75 mm dia pvc 4 kg/cm2
0.47
-
2729.1
... More
90 mm dia pvc 4 kg/cm2
0.01
-
4093.1
... More
110 mm dia pvc 4 kg/cm2
0.02
-
4093.1
... More
Item No. 9
Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge .
80 mm dia CIDF Sluice valve
4
-
1911.8
... More
100 mm dia CIDF Sluice valve
1
-
2499.2
... More
Item No. 10
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45X90cm
5
-
7254.5
... More
Item No. 11
Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete.
233.3
-
92.4
... More
Item No. 12
Providing and laying in situ 1:2:4(M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
8.4
-
6824.4
... More
Item No. 13
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
52.29
-
92.4
... More
PART E) (LAHANCHINCHPANIPADA) S.W. No. 01 CONSTRUCTION OF NEW SUPPLY WELL 6X16
ITEM NO. 1
Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits together undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quartizite etc. The item includes all Hire & running cost of Callyx Machine conveying all materials to site of work excluding conveyance of callyx, machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden Core Box, Samples to be taken at 1.0 m interval and conveying to the place as directed by Engineer-in-charge, The diameter of bore in overburden shall be 100 mm and of NX size (50mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburdern only and shall be 1.0 m above GL with cap over it.
a) in over burden ( soft soil, murum)
6
-
1691.8
... More
In weathered rock/ soft rock
12
-
3392.4
... More
ITEM NO. 2
Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, 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
-
334.4
... More
Lift 1.50 to 3.00 m
75.36
-
364.1
... More
Lift 3.00 to 4.50 m
61.82
-
393.8
... More
Lift 4.50 to 6.00 m
49.46
-
423.5
... More
ITEM NO. 3
Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift 6.00 to 7.50m
42.39
-
870.1
... More
Lift 7.50 to 9.00 m
42.39
-
900.9
... More
Lift 9.00 to 10.50 m
42.39
-
931.7
... More
Lift 10.50 to 12.00m
42.39
-
962.5
... More
Lift 12.00 to 13.50m
42.39
-
993.3
... More
Lift 13.50 to 15.00m
42.39
-
1024.1
... More
Lift 15.00 to 16.00m
42.39
-
1054.9
... More
ITEM NO. 4
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
1500
-
84.7
... More
ITEM NO. 5
Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.
1.91
-
6824.4
... More
ITEM NO. 6
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 form work,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 finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) excluding steel a) R.C.C. Ring Beam ,M250
2.8
-
9541.4
... More
b) R.C.C. Ring Wall ,M200
27.27
-
10244.3
... More
ITEM NO. 7
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, 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) TOR STEEL
2.1
-
98286.3
... More
ITEM NO. 8
Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.
0.27
-
70017
... More
ITEM NO. 9
Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 8 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
8mm Thick
10.5
-
5622.1
... More
ITEM NO. 10
Providing & filling around the well boulders filling of selected variety & size of boulders including cost of all materials ,labours ,transportation etc. complete with all leads & lifts
120.99
-
1071.4
... More
ITEM NO. 11
Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge.
14
-
387
... More
ITEM NO. 12
Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts.
12
-
221.1
... More
ITEM NO. 13
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.
246.39
-
92.4
... More
ITEM NO. 14
Drilling of horizontal bores in soft and hard strata 150mm dia.by D.T.C machine including transportation of machine at site.
120
-
369
... More
ITEM NO. 15
Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials. overhead, labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.
7
-
2167
... More
S.W. No. 02 Construction of Switch Room Item No.1
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
3.76
-
165
... More
Item No.2
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
2.35
-
1292.5
... More
Item No.3
Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.
4.68
-
911.9
... More
Item No.4
Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) P.C.C. 1:3:6
1.75
-
6274.4
... 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, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
RCC M-200
A) R.C.C. Footing
0.24
-
8049.8
... More
B)R.C.C. Column
1.15
-
9696.5
... More
C)R.C.C. Beam
3.56
-
9541.4
... More
D)Chajja
0.16
-
10200.3
... More
E)R.C.C. Slab
1.7
-
10244.3
... More
Item No.6
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire)
0.32
-
98145.4
... More
Item No.7
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
10.57
-
8793.4
... More
Item No. 8
Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear)
1.62
-
5311.9
... More
Item No. 9
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.)
0.54
-
5361.4
... More
Item No. 10
Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete.
43.92
-
432.3
... More
Item No. 11
Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
62.71
-
702.9
... More
Item No.12
Providing and laying cement concrete flooring 50 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 30cm x 30cm or other size laid diagonally/ square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete.with Crushed sand VSI Grade
9
-
639.1
... More
Item No.13 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.
43.92
-
52.8
... More
Item No. 14
Providing and applying white-wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete.
9
-
13.2
... More
Item No. 15
Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete.
62.71
-
287.1
... More
Item No. 16
Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete. Lump Sump
2
-
2000
... More
S.W. No. 03 LAHANCHINCHPANIPADA Pure Water Pumping Machinery
Item No.1
Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump.
5 HP Submerssible Pumpset
3188 LPH Discharge
42 Head in M. 150 MM Dia.
2
-
38094.84
... More
Item No. 2
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.
65 mm Dia. G.I. Pipe ( C Class )
60
-
630
... More
Item No. 3
Providing & fixing of M.S. clamps for holding 65mm dia G.I. pipe.
4
-
800
... More
Item No. 4
3 core PVC insulated, PVC sheathed copperconductor flat submersible cable
Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.
(3 core 4 sq mm)
60
-
211.2
... More
Item No. 5
Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE
25 MM Dia G.I.Pipe
60
-
196
... More
Item No.6
Making trench in soft soil of suitable width & depth for laying provided L.T cable up to 10 sq.mm complete.As per specification No. CW-EXN-CTR
60
-
167.3
... More
Item No.7 Supplying & erecting automatic control panel for 3 Phase , 415 volt, A.C,
Submersible/centrifugal pump set up to 7.5 HP consisting of DOL starter
having relay range 9-14 AMP,S.P.P., Combined ammeter/ voltmeter, phase
indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with
IP 54 protection. Control Panel should offer single phasing, phase reversal, phase
imbalance etc .
5 HP PUMP
2
-
6669.3
... More
Item No.8
Providing tools for pumping machinary
1
-
6802
... More
Item No.9
Aluminium conductor 4 Core, XLPE / PVC insulated & armoured cable
Supplying and erecting, XLPE / PVC insulated, annoured cable 1100 V grade with ISi mark Four core, solid/ stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner.
60
-
199.44
... More
Item No. 10
Providing and supplying ISI standard CI flanged / MS 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.
40
-
95
... More
Item No. 11
EARTHING Supplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP
1
-
5185.4
... More
Item No. 12
Providing & fixing 100 mm dia. Pressure gauge.
1
-
929.16
... More
Item No. 13
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 (50mm dia)
2
-
4198
... More
Item No.14
Providing , installing 50 MM. dia. Reflux Valve PN-1 rating, water works quality without bypass arrangements etc.complete.(MJP SSR 21-22,P.No. 131/1,4,5)
2
-
3319
... More
Item No.15
Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP.
20
-
244.2
... More
S.W. No. 04 Pure Water Rising Main HDPE
Item No.1
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, includingb transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
90 mm dia HDPE 6 kg
320
-
244
... More
Item No. 2
Providing & supplying PVC/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
0.05
1
-
3904
... More
Item No. 3
Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
As Sluice Valve
80 mm dia. Sluice Valve
2
-
5132
... More
Item No. 4
Providing and Fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984)
As Non Return Valve
80 mm dia. Sluice Valve
1
-
4092
... More
Item No. 5
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.
20 mm dia. Single Ball Air Valve
2
-
764
... More
Item No.6
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.
67.2
-
165
... More
Item No.7
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
67.2
-
211.2
... More
Item No.8
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
56
-
629.2
... More
Item No.9
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.
224
-
830.5
... More
Item No.10
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
33.6
-
92.4
... More
Item No.11
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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II
90 mm dia PVC 8 Kg/cm2 pipe
320
-
34.1
... More
Item No. 12
Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge
3
-
1911.8
... More
Item No. 13
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc complete with initial lift of 1.50m below /above ground level.
6.3
-
6824.4
... More
Item No. 14
Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line Foundation on Murum and Harder Strata.
20 mm dia. Single Ball Air Valve
2
-
6135.8
... More
Item No. 15
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45X90cm
3
-
7254.5
... More
Item No. 16
Hydraulic testing of HDPE 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 dia PVC 6 Kg/cm2 pipe
0.32
-
5457.1
... More
Item No. 17
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
182.07
-
92.4
... More
S.W. No. 05 RCC ESR 15000 LITRES STAGING HEIGHT 9 M
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 E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, 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 Stainless steel ladder inside and M.S. ladder with G.I. railing outside, 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 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures 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.
The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.
For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
The entire structure shall be in M-300 mix only.
Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.
These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition.
All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 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.
75% part rate shall be payable for reinforcement concrete 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.
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.
Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate 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.
The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below:
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 CSR).
RCC ESR 15000 LITRES STAGING HEIGHT 9 M"
Capacity of ESR
Cost of 15000 Ltr
1
-
806933.6
... More
Item No. 2
Providing & 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. Inlet 100 mm dia.CI.D.F pipes
48
-
1813
... More
Item No. 3 :-
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
c) Sluice valve - PN - 1 (Without by pass arrangement)
100 mm dia CIDF Sluice Valve
3
-
6835
... More
Item No. 4 :-
Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete.
Diameter 80 mm to 300 mm
250
-
73
... More
S.W. No. 06 LAHANCHUNCHPANIPADA Distribution System
Item No. 1
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).
75 mm dia pvc 4 kg/cm2
402
-
115
... More
Item No. 2
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 CIDF Sluice valve
1
-
5132
... More
Item No. 3
Providing and supplying PVC/C.I/G.I. Specials.
1
-
4623
... More
Item No. 4
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. 0.0 to 1.50.
70.35
-
165
... More
Item No. 5
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
126.63
-
211.2
... More
Item No.6
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
42.21
-
629.2
... More
Item No.7
Lowerig and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, rubber ring giving satisfactory hydraullic testing as per IS Code etc complete (with cement sovlentjoint / ring fit joint working pressure 4 Kg./Sqm.)
75 mm dia pvc 4 kg/cm2
402
-
27.5
... More
Item No. 8
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. 75 mm dia pvc 4 kg/cm2
0.4
-
2729.1
... More
Item No. 9
Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge .
80 mm dia CIDF Sluice valve
1
-
1911.8
... More
Item No. 10
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45X90cm
1
-
7254.5
... More
Item No. 11
Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete.
191.36
-
92.4
... More
Item No. 12
Providing and laying in situ 1:2:4(M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
3.36
-
6824.4
... More
Item No. 13
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
42.21
-
92.4
... More
PART F) (MOTHACHINCHPANIPADA) S.W.No. 01 DEEPNING OF SUPPLY WELL FOR 6X17(MOTHACHINCHPANIPADA)
ITEM NO. 1
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) Lift 10.50 to 12.00m
42.39
-
832.7
... More
Lift 12.00 to 13.50m
42.39
-
860.2
... More
Lift 13.50 to 15.00m
42.39
-
887.7
... More
Lift 15.00 to 16.50m
42.39
-
915.2
... More
Lift 16.50 to 17.00m
14.13
-
942.7
... More
ITEM NO. 2
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
1500
-
84.7
... More
ITEM NO. 3 Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.
2.74
-
70017
... More
ITEM NO. 4
Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 8 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
8mm Thick
9
-
5622.1
... More
ITEM NO. 5
Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge.
14
-
425.7
... More
ITEM NO. 7
Drilling of horizontal bores in soft and hard strata 150mm dia.by D.T.C machine including transportation of machine at site.
120
-
369
... More
ITEM NO. 8
Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials. overhead, labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.
7
-
2167
... More
S.W.No. 02 Pure Water Pumping Machinery
Item No.1
Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump.
5 HP Submerssible Pumpset
9592 LPH Discharge
72 Head in M. 150 MM Dia.
2
-
38094.84
... More
Item No. 2
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.
65 mm Dia. G.I. Pipe ( C Class )
60
-
630
... More
Item No. 3
Providing & fixing of M.S. clamps for holding 65mm dia G.I. pipe.
4
-
800
... More
Item No. 4
3 core PVC insulated, PVC sheathed copperconductor flat submersible cable
Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.
(3 core 4 sq mm)
60
-
211.2
... More
Item No. 5
Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE
25 MM Dia G.I.Pipe
60
-
196
... More
Item No.6
Making trench in soft soil of suitable width & depth for laying provided L.T cable up to 10 sq.mm complete.As per specification No. CW-EXN-CTR
60
-
167.3
... More
Item No.7 Supplying & erecting automatic control panel for 3 Phase , 415 volt, A.C,
Submersible/centrifugal pump set up to 7.5 HP consisting of DOL starter
having relay range 9-14 AMP,S.P.P., Combined ammeter/ voltmeter, phase
indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with
IP 54 protection. Control Panel should offer single phasing, phase reversal, phase
imbalance etc .
5 HP PUMP
2
-
6669.3
... More
Item No.8
Providing tools for pumping machinary
1
-
6802
... More
Item No.9
Aluminium conductor 4 Core, XLPE / PVC insulated & armoured cable
Supplying and erecting, XLPE / PVC insulated, annoured cable 1100 V grade with ISi mark Four core, solid/ stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner.
60
-
199.44
... More
Item No. 10
Providing and supplying ISI standard CI flanged / MS 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.
40
-
95
... More
Item No. 11
EARTHING Supplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP
1
-
5185.4
... More
Item No. 12
Providing & fixing 100 mm dia. Pressure gauge.
1
-
929.16
... More
Item No 12a Providing and errecting triple spurn gear Chain pully Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift , tested to 50 % over load as per IS 3832 carrying IS mark (1 MT capacity)
2
-
11830
... More
Item No. 13
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 (50mm dia)
2
-
4198
... More
Item No.14
Providing , installing 50 MM. dia. Reflux Valve PN-1 rating, water works quality without bypass arrangements etc.complete.(MJP SSR 21-22,P.No. 131/1,4,5)
2
-
3319
... More
Item No.15
Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP.
20
-
244.2
... More
Pure Water Rising Main HDPE
Item No.1
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, includingb transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
90 mm dia HDPE 6 kg
930
-
244
... More
Item No. 2
Providing & supplying HDPE/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
0.05
1
-
11346
... More
Item No. 3
Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
As Sluice Valve
80 mm dia. Sluice Valve
3
-
5132
... More
Item No. 4
Providing and Fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984)
As Non Return Valve
80 mm dia. Sluice Valve
1
-
4092
... More
Item No. 5
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.
20 mm dia. Single Ball Air Valve
4
-
764
... More
Item No.6
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.
195.3
-
150
... More
Item No.7
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
195.3
-
192
... More
Item No.8
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
162.75
-
572
... More
Item No.9
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.
97.65
-
755
... More
Item No.10
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
97.65
-
84
... More
Item No.11
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 hydraulicjack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II
90 mm dia PVC 8 Kg/cm2 pipe
930
-
67
... More
Item No. 12
Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge
4
-
1738
... More
Item No. 13
Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc complete with initial lift of 1.50m below /above ground level.
12.6
-
5640
... More
Item No. 14
Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line Foundation on Murum and Harder Strata.
20 mm dia. Single Ball Air Valve
4
-
5578
... More
Item No. 15
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45X90cm
4
-
6595
... More
Item No. 16
Hydraulic testing of HDPE 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 dia PVC 6 Kg/cm2 pipe
0.93
-
7442
... More
Item No. 17
Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
534.84
-
84
... More
S.W.No. 03 RCC ESR 55000 LITRES STAGING HEIGHT 10 M
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 E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, 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 Stainless steel ladder inside and M.S. ladder with G.I. railing outside, 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 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures 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.
The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.
For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
The entire structure shall be in M-300 mix only.
Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.
These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition.
All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 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.
75% part rate shall be payable for reinforcement concrete 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.
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.
Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate 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.
The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below:
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 CSR).
RCC ESR 55000 LITRES STAGING HEIGHT 10 M"
Capacity of ESR
Cost of 55000 Ltr
1
-
1712949.7
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Item No. 2
Providing & 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. Inlet 100 mm dia.CI.D.F pipes
26
-
1813
... More
100 mm dia DIDF pipes
26
-
1813
... More
Item No. 3 :-
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
c) Sluice valve - PN - 1 (Without by pass arrangement)
100 mm dia CIDF Sluice Valve
3
-
6835
... More
Item No. 4 :-
Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete.
Diameter 80 mm to 300 mm
465
-
73
... More
S.W.No. 04 DISTRIBUTION SYSTEM Item No. 1
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).
75 mm dia pvc 4 kg/cm2
786
-
115
... More
90 mm dia pvc 4 kg/cm2
450
-
146
... More
110 mm dia pvc 4 kg/cm2
193
-
160
... More
140 mm dia pvc 4 kg/cm2
78
-
219
... More
Item No. 2
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 CIDF Sluice valve
3
-
5132
... More
100 mm dia CIDF Sluice valve
1
-
6835
... More
150 mm dia CIDF Sluice valve
3
-
10251
... More
Item No. 3
Providing and supplying PVC/C.I/G.I. Specials.
1
-
20405.2
... More
Item No. 4
Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. 0.0 to 1.50.
263.73
-
165
... More
Item No. 5
Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
474.71
-
211.2
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Item No. 6
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.
158.24
-
629.2
... More
Item No. 7
Lowerig and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, rubber ring giving satisfactory hydraullic testing as per IS Code etc complete (with cement sovlentjoint / ring fit joint working pressure 4 Kg./Sqm.)
75 mm dia pvc 4 kg/cm2
786
-
27.5
... More
90 mm dia pvc 4 kg/cm2
450
-
34.1
... More
110 mm dia pvc 4 kg/cm2
193
-
38.5
... More
140 mm dia pvc 4 kg/cm2
78
-
45.1
... More
Item No. 8
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. 75 mm dia pvc 4 kg/cm2
0.79
-
2729.1
... More
90 mm dia pvc 4 kg/cm2
0.45
-
4093.1
... More
110 mm dia pvc 4 kg/cm2
0.19
-
4093.1
... More
140 mm dia pvc 4 kg/cm2
0.08
-
5457.1
... More
Item No. 9
Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge .
80 mm dia CIDF Sluice valve
3
-
1911.8
... More
100 mm dia CIDF Sluice valve
1
-
2499.2
... More
150 mm dia CIDF Sluice valve
3
-
3927
... More
Item No. 10
Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
Chamber size 60X45X90cm
7
-
7254.5
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Item No. 11
Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete.
686.65
-
92.4
... More
Item No. 12
Providing and laying in situ 1:2:4(M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
12.71
-
6204
... More
Item No. 13
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction, etc complete. (Bd-A-10/263)
180.05
-
92.4
... More
PART G) TRIAL RUN
Item No. 1
Commissioning running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator valveman, etc as per requirements of the scheme and who should also administer chemical dose for a period of 1 year together with training of personnel spared by MJP / local body and handing over the scheme to local body after completion of the above period as directed by Engineer-in-charge.
For Single Village
1
-
26244
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