Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date4 Jan 2023
Closing Date10 Jan 2023
Tender Amount₹ 2,14,89,334
Costs
EMD
₹ 2,14,893Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_DHULE_864877_1Bid Award Id
ViewTender No
DZP/RWS/JJM/99/2022Tender 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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Item No.4
Providing and laying in situ 1:3:6 (M-100) 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.
P.C.C. 1:3:6
1.75
10980
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
1931
8049.8
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B)R.C.C. Column
1.15
11150
9696.5
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C)R.C.C. Beam
3.56
33967
9541.4
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D)Chajja
0.16
1632
10200.3
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E)R.C.C. Slab
1.7
17415
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
31451
98286.3
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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
92946
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
8605
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
2895
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
18986
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
44078
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
5751
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
2318
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
118
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
18004
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. Switch Room For Both Well
Lump Sump
2
4000
2000
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S.W. No. 02 FOR EXIS. WELL TO NEW ESR
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
16126 LPH Discharge
32 Head in M. 100 MM Dia.
2
73425
36712.74
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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 )
60
37800
630
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Item No. 3
Providing & fixing of M.S. clamps for holding 65mm dia G.I. pipe.
4
3200
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)
60
12672
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
20
4312
215.6
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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
20
3432
171.6
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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
2
13338
6669.3
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Item No.8
Providing tools for pumping machinary
1
6938
6938.04
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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.
30
5983
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.
30
2190
73
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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
4
20741
5185.4
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Item No. 12
Providing & fixing 100 mm dia. Pressure gauge.
1
929
929.16
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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.
65
2
9954
4977
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Item No. 14
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
65
2
7770
3885
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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.
40
9768
244.2
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S.W. No. 03 PURE WATER RISING MAIN PVC 6 KG 110 MM
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.
110 mm dia PVC 6 kg
630
204750
325
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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.
100 mm dia GI Class pipe
30
29430
981
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Item No. 3
Providing & supplying PVC/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
0.05
1
11709
11709
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Item No. 4
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
100 mm dia. Sluice Valve
3
20505
6835
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Item No. 5
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
100 mm dia. Sluice Valve
1
5713
5713
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Item No. 6
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
1528
764
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Item No.7
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.
231
38115
165
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Item No.8
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.
92.4
19514
211.2
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Item No.9
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.
92.4
58138
629.2
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Item No.10
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.
46.2
38369
830.5
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Item No.11
Filling in plinth and floors murum bedding in
trenches with approved murum from
excavated materials from foundation in 15
cm to 20 cm layers including watering and
compaction, etc. complete. (Bd-A-10/263)
69.3
6403
92.4
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Item No.12 Lowering, laying and jointing with P.V.C.
pipes and specials of following class and
diameter including cost of conveyance from
stores to site of works including cost of all
labour, material, except cement solvent, rubber
ring, as per IS code, etc. comple
110 mm dia PVC Kg/cm2 pipe
630
31185
49.5
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Item No. 13
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
100 mm dia GI Class Pipes
30
4257
141.9
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Item No. 14
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 100 mm dia. Sluice Valve
4
9996
2499.2
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Item No. 16
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.
7.14
48726
6824.4
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Item No. 17
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 20 mm dia. Single Ball Air Valve
2
12271
6135.8
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Item No. 18
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
21763
7254.5
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Item No. 19
. 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
110 mm dia PVC 6 Kg/cm2 pipe
0.63
3437
5457.1
... More
Item No. 20
Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.
100 mm dia GI Class pipe
0.03
450
15007.3
... More
Item No.21
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.
448.88
41476
92.4
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S.W. No. 04 RCC ESR 83000 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 83000 LITRES STAGING HEIGHT 10 M"
Capacity of ESR
Cost of 83000 Ltr
1
2202198
2202198.91
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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
47138
1813
... More
Outlet
150 mm dia.CI.D./F pipes
26
76570
2945
... 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)
150 mm dia CIDF Sluice Valve
3
30753
10251
... 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
520
37960
73
... More
S.W. No. 05 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
464
53360
115
... More
90 mm dia pvc 4 kg/cm2
154
24640
160
... More
110 mm dia pvc 4 kg/cm2
376
82344
219
... More
140 mm dia pvc 4 kg/cm2
176
64592
367
... More
160 mm dia pvc 4 kg/cm2
115
55200
480
... 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.
80 mm dia G.I pipe medium class
50
34450
689
... More
100 mm dia G.I pipe medium class
50
49050
981
... More
150 mm dia G.I pipe medium class
40
62840
1571
... 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.
150 mm dia CIDF Sluice valve
4
41004
10251
... More
Item No. 4
Providing and supplying PVC/C.I/G.I. Specials.
( 10% of pipes cost)
1
42647
42647.6
... More
Item No. 5
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.
444.05
73268
165
... More
Item No.6
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.
177.62
37513
211.2
... More
Item No.7
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.
177.62
111758
629.2
... More
Item No.8
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.
88.81
99351
1118.7
... More
Item No.9
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
464
12760
27.5
... More
90 mm dia pvc 4 kg/cm2
154
5251
34.1
... More
110 mm dia pvc 4 kg/cm2
376
14476
38.5
... More
140 mm dia pvc 4 kg/cm2
176
7937
45.1
... More
160 mm dia pvc 4 kg/cm2
115
5819
50.6
... More
Item No. 10
Lowering, laying and jointing G. I. pipes 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 G.I pipe medium class
50
6490
129.8
... More
100 mm dia G.I pipe medium class
50
7095
141.9
... More
150 mm dia G.I pipe medium class
40
6336
158.4
... More
Item No. 11
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
0.46
1266
2729.1
... More
90 mm dia pvc 4 kg/cm2
0.15
630
4093.1
... More
110 mm dia pvc 4 kg/cm2
0.38
1539
4093.1
... More
140 mm dia pvc 4 kg/cm2
0.18
960
5457.1
... More
160 mm dia pvc 4 kg/cm2
0.12
627
5457.1
... More
Item No. 12
Hydraulic testing of G.I.pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., 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 rates under this item shall also include cost of retesting.
80 mm dia G.I pipe medium class
0.05
682
13643.3
... More
100 mm dia G.I pipe medium class
0.05
750
15007.3
... More
150 mm dia G.I pipe medium class
0.04
709
17736.4
... More
Item No. 13
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 .
150 mm dia CIDF Sluice valve
4
15708
3927
... More
Item No. 14
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
29018
7254.5
... More
Item No. 15
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.
789.76
72973
92.4
... More
Item No. 16
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.
4.59
31324
6824.4
... More
Item No. 17
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)
133.22
12309
92.4
... More
PART B) NAWAGAON S.W. No. 01 FOR EXISTING WELL TO PROPOSED ESR
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
16126 LPH Discharge
32 Head in M. 100 MM Dia.
2
73425
36712.74
... 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
37800
630
... More
Item No. 3
Providing & fixing of M.S. clamps for holding 65mm dia G.I. pipe.
4
3200
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
12672
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
20
4774
238.7
... 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
20
3432
171.6
... More
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
2
13338
6669.3
... More
Item No.8
Providing tools for pumping machinary
1
6938
6938.04
... 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.
30
5983
199.44
... More
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.
30
2190
73
... 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
4
20741
5185.4
... More
Item No. 12
Providing & fixing 100 mm dia. Pressure gauge.
1
929
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
As Sluice Valve/Scour valve.
65
2
9954
4977
... More
Item No. 14
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
65
2
7770
3885
... More
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
4884
244.2
... More
S.W. No. 02 PURE WATER RISING MAIN PVC 6 KG 90 MM
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.
110 mm dia PVC 6 kg
30
7140
238
... 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.
80 mm dia GI Class pipe
15
10335
689
... More
Item No. 3
Providing & supplying PVC/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
0.05
1
873
873.75
... More
Item No. 4
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
1
5132
5132
... More
Item No. 5
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
4092
... More
Item No. 6
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
764
... More
Item No.7
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.
15.75
2598
165
... More
Item No.8
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.
6.3
1330
211.2
... More
Item No.9
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.
6.3
3963
629.2
... More
Item No.10
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.
3.15
2616
830.5
... More
Item No.11
Filling in plinth and floors murum bedding in
trenches with approved murum from
excavated materials from foundation in 15
cm to 20 cm layers including watering and
compaction, etc. complete. (Bd-A-10/263)
4.73
437
92.4
... More
Item No.12 Lowering, laying and jointing with P.V.C.
pipes and specials of following class and
diameter including cost of conveyance from
stores to site of works including cost of all
labour, material, except cement solvent, rubber
ring, as per IS code, etc. comple
90 mm dia PVC Kg/cm2 pipe
30
1320
44
... More
Item No. 13
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
80 mm dia GI Class Pipes
15
1947
129.8
... More
Item No. 14
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
2
3823
1911.8
... More
Item No. 16
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.
7.14
48726
6824.4
... More
Item No. 17
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 20 mm dia. Single Ball Air Valve
1
6135
6135.8
... More
Item No. 18
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
7254.5
... More
Item No. 19
. 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
90 mm dia PVC 6 Kg/cm2 pipe
0.03
163
5457.1
... More
Item No. 20
Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.
80 mm dia GI Class pipe
0.02
272
13643.3
... More
Item No.21
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.
24.17
2233
92.4
... More
S.W. No. 03 RCC ESR 61000 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 61000 LITRES STAGING HEIGHT 10 M"
Capacity of ESR
Cost of 61000 Ltr
1
1854011
1854011.25
... 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
26
47138
1813
... More
Outlet
150 mm dia.CI.D./F pipes
26
76570
2945
... 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)
150 mm dia CIDF Sluice Valve
3
30753
10251
... 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
520
37960
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
269
30935
115
... More
90 mm dia pvc 4 kg/cm2
29
4640
160
... More
110 mm dia pvc 4 kg/cm2
136
29784
219
... More
140 mm dia pvc 4 kg/cm2
159
58353
367
... More
160 mm dia pvc 4 kg/cm2
371
178080
480
... 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.
80 mm dia G.I pipe medium class
30
20670
689
... More
100 mm dia G.I pipe medium class
30
29430
981
... More
150 mm dia G.I pipe medium class
30
47130
1571
... 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.
150 mm dia CIDF Sluice valve
1
10251
10251
... More
Item No. 4
Providing and supplying PVC/C.I/G.I. Specials.
( 10% of pipes cost)
1
39902
39902.2
... More
Item No. 5
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.
344.2
56793
165
... More
Item No.6
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.
137.68
29078
211.2
... More
Item No.7
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.
137.68
86628
629.2
... More
Item No.8
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.
68.84
77011
1118.7
... More
Item No.9
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
269
7397
27.5
... More
90 mm dia pvc 4 kg/cm2
29
988
34.1
... More
110 mm dia pvc 4 kg/cm2
136
5236
38.5
... More
140 mm dia pvc 4 kg/cm2
159
7170
45.1
... More
160 mm dia pvc 4 kg/cm2
371
18772
50.6
... More
Item No. 10
Lowering, laying and jointing G. I. pipes 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 G.I pipe medium class
30
3894
129.8
... More
100 mm dia G.I pipe medium class
30
4257
141.9
... More
150 mm dia G.I pipe medium class
30
4752
158.4
... More
Item No. 11
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
0.27
734
2729.1
... More
90 mm dia pvc 4 kg/cm2
0.03
118
4093.1
... More
110 mm dia pvc 4 kg/cm2
0.14
556
4093.1
... More
140 mm dia pvc 4 kg/cm2
0.16
867
5457.1
... More
160 mm dia pvc 4 kg/cm2
0.37
2024
5457.1
... More
Item No. 12
Hydraulic testing of G.I.pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., 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 rates under this item shall also include cost of retesting.
80 mm dia G.I pipe medium class
0.03
409
13643.3
... More
100 mm dia G.I pipe medium class
0.03
450
15007.3
... More
150 mm dia G.I pipe medium class
0.03
532
17736.4
... More
Item No. 13
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 .
150 mm dia CIDF Sluice valve
1
3927
3927
... More
Item No. 14
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
7254.5
... More
Item No. 15
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.
598.71
55320
92.4
... More
Item No. 16
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.
3.51
23953
6824.4
... More
Item No. 17
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)
103.27
9542
92.4
... More
PART C) SALAI PADA S.W. No. 01 FOR EXISTING BORE WELL TO PROPOSED ESR
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.
15 HP Submerssible Pumpset
22629LPH Discharge
73 Head in M. 100 MM Dia.
1
61601
61601.1
... 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.
80 mm Dia. G.I. Pipe ( C Class )
70
56350
805
... More
Item No. 3
Providing & fixing of M.S. clamps for holding 80mm dia G.I. pipe.
2
1600
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)
70
33033
471.9
... 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
10
2387
238.7
... 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
10
1716
171.6
... More
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
1
16658
16658.4
... More
Item No.8
Providing tools for pumping machinary
1
6938
6938.04
... 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.
30
5983
199.44
... More
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.
30
2190
73
... 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
2
10370
5185.4
... More
Item No. 12
Providing & fixing 100 mm dia. Pressure gauge.
1
929
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
As Sluice Valve/Scour valve.
80 mm dia. Sluice Valve
1
5132
5132
... More
Item No. 14
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. Reflux Valve
1
4092
4092
... More
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.
30
7326
244.2
... More
S.W. No. 02 PURE WATER RISING MAIN PVC 6 KG 160 MM
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.
160 mm dia PVC 6 kg
150
105000
700
... 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.
150 mm dia GI Class pipe
25
39275
1571
... More
Item No. 3
Providing & supplying PVC/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
0.05
1
7213
7213.75
... More
Item No. 4
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
150 mm dia. Sluice Valve
1
10795
10795
... More
Item No. 5
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
150 mm dia. Sluice Valve
1
9876
9876
... More
Item No. 6
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
764
... More
Item No.7
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.
65.63
10828
165
... More
Item No.8
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.
26.25
5544
211.2
... More
Item No.9
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.
26.25
16516
629.2
... More
Item No.10
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.
13.13
10904
830.5
... More
Item No.11
Filling in plinth and floors murum bedding in
trenches with approved murum from
excavated materials from foundation in 15
cm to 20 cm layers including watering and
compaction, etc. complete. (Bd-A-10/263)
19.69
1819
92.4
... More
Item No.12 Lowering, laying and jointing with P.V.C.
pipes and specials of following class and
diameter including cost of conveyance from
stores to site of works including cost of all
labour, material, except cement solvent, rubber
ring, as per IS code, etc. comple
160 mm dia PVC Kg/cm2 pipe
150
9240
61.6
... More
Item No. 13
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
150 mm dia GI Class Pipes
25
3960
158.4
... More
Item No. 14
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 150 mm dia. Sluice Valve
2
7854
3927
... More
Item No. 16
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.
6.09
41560
6824.4
... More
Item No. 17
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 20 mm dia. Single Ball Air Valve
1
6135
6135.8
... More
Item No. 18
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
7254.5
... More
Item No. 19
. 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
160 mm dia PVC 6 Kg/cm2 pipe
0.15
1023
6822.2
... More
Item No. 20
Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.
150 mm dia GI Class pipe
0.03
535
17835.4
... More
Item No.21
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.
104.53
9658
92.4
... More
S.W. No. 03 RCC ESR 72000 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 72000 LITRES STAGING HEIGHT 10 M"
Capacity of ESR
Cost of 72000 Ltr
1
2032686
2032686.45
... 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
26
47138
1813
... More
Outlet
150 mm dia.CI.D./F pipes
26
76570
2945
... 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)
150 mm dia CIDF Sluice Valve
3
30753
10251
... 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
520
37960
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
546
62790
115
... More
90 mm dia pvc 4 kg/cm2
255
40800
160
... More
110 mm dia pvc 4 kg/cm2
95
20805
219
... More
140 mm dia pvc 4 kg/cm2
393
144231
367
... More
160 mm dia pvc 4 kg/cm2
43
20640
480
... 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.
80 mm dia G.I pipe medium class
50
34450
689
... More
100 mm dia G.I pipe medium class
50
49050
981
... More
150 mm dia G.I pipe medium class
20
31420
1571
... 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.
150 mm dia CIDF Sluice valve
3
30753
10251
... More
Item No. 4
Providing and supplying PVC/C.I/G.I. Specials.
( 10% of pipes cost)
1
40418
40418.6
... More
Item No. 5
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.
458.4
75636
165
... More
Item No.6
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.
183.36
38725
211.2
... More
Item No.7
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.
183.36
115370
629.2
... More
Item No.8
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.
91.68
102562
1118.7
... More
Item No.9
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
546
15015
27.5
... More
90 mm dia pvc 4 kg/cm2
255
8695
34.1
... More
110 mm dia pvc 4 kg/cm2
95
3657
38.5
... More
140 mm dia pvc 4 kg/cm2
393
17724
45.1
... More
160 mm dia pvc 4 kg/cm2
43
2175
50.6
... More
Item No. 10
Lowering, laying and jointing G. I. pipes 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 G.I pipe medium class
50
6490
129.8
... More
100 mm dia G.I pipe medium class
50
7095
141.9
... More
150 mm dia G.I pipe medium class
20
3168
158.4
... More
Item No. 11
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
0.55
1490
2729.1
... More
90 mm dia pvc 4 kg/cm2
0.26
1043
4093.1
... More
110 mm dia pvc 4 kg/cm2
0.1
388
4093.1
... More
140 mm dia pvc 4 kg/cm2
0.39
2144
5457.1
... More
160 mm dia pvc 4 kg/cm2
0.04
234
5457.1
... More
Item No. 12
Hydraulic testing of G.I.pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., 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 rates under this item shall also include cost of retesting.
80 mm dia G.I pipe medium class
0.05
682
13643.3
... More
100 mm dia G.I pipe medium class
0.05
750
15007.3
... More
150 mm dia G.I pipe medium class
0.02
354
17736.4
... More
Item No. 13
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 .
150 mm dia CIDF Sluice valve
3
11781
3927
... More
Item No. 14
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
21763
7254.5
... More
Item No. 15
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.
816.59
75452
92.4
... More
Item No. 16
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.
4.77
32552
6824.4
... More
Item No. 17
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)
137.53
12707
92.4
... More
PART D) JUNADHABA PADA S.W. No. 01 CONSTRUCTTION OF NEW BORE WELL Item No.1 :- Drilling of Bore well 150 mm dia by D.T.H machine, including transporation of machine at work etc complete.
60
25320
422
... More
Item No 2 :- Providing and placing 150 mm dia 6 Kg/cm IS 4985 PVC casing pipe of shell thickness 5.70 to 6.50 mm & fixing bore well casing cap after completion of Bore well
30
25440
848
... More
Item No 3 :- Providing and placing 150 mm dia PVC casing cap of shell thickness 5.70 to 6.50 mm & fixing bore well casing cap after completion of Bore well
1
200
200
... More
Item No 4 :- Yield testing of bore well by 900 V- Notch method for minimum 1/2 Hours continuous & giving test certificate mentioning the draw down level
1
1800
1800
... More
S.W. No. 02 FOR PRO BORE WELL TO PROPOSED ESR
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.
3.00 HP Submerssible Pumpset
4378LPH Discharge
76 Head in M. 100 MM Dia.
1
28394
28394.64
... 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.
50 mm Dia. G.I. Pipe ( C Class )
70
34300
490
... More
Item No. 3
Providing & fixing of M.S. clamps for holding 80mm dia G.I. pipe.
2
1600
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)
70
10703
152.9
... 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
10
2156
215.6
... 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
10
1716
171.6
... More
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
1
6669
6669.3
... More
Item No.8
Providing tools for pumping machinary
1
6938
6938.04
... 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.
30
5983
199.44
... More
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.
30
2190
73
... 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
2
10370
5185
... More
Item No. 12
Providing & fixing 100 mm dia. Pressure gauge.
1
929
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
As Sluice Valve/Scour valve.
50 mm dia. Sluice Valve
1
4405
4405
... More
Item No. 14
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
50 mm dia. Reflux Valve
1
3319
3319
... More
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.
30
7326
244.2
... More
S.W. No. 03 PURE WATER RISING MAIN PVC 6 KG 90 MM
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.
110 mm dia PVC 6 kg
30
7140
238
... 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.
80 mm dia GI Class pipe
15
10335
689
... More
Item No. 3
Providing & supplying PVC/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
0.05
1
873
873.75
... More
Item No. 4
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
1
5132
5132
... More
Item No. 5
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
4092
... More
Item No. 6
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
764
... More
Item No.7
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.
13.5
2227
165
... More
Item No.8
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.
5.4
1140
211.2
... More
Item No.9
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.
5.4
3397
629.2
... More
Item No.10
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.
2.7
2242
830.5
... More
Item No.11
Filling in plinth and floors murum bedding in
trenches with approved murum from
excavated materials from foundation in 15
cm to 20 cm layers including watering and
compaction, etc. complete. (Bd-A-10/263)
4.05
374
92.4
... More
Item No.12 Lowering, laying and jointing with P.V.C.
pipes and specials of following class and
diameter including cost of conveyance from
stores to site of works including cost of all
labour, material, except cement solvent, rubber
ring, as per IS code, etc. comple
90 mm dia PVC Kg/cm2 pipe
30
1320
44
... More
Item No. 13
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
80 mm dia GI Class Pipes
15
1947
129.8
... More
Item No. 14
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
2
3823
1911.8
... More
Item No. 16
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.
2.52
17197
6824.4
... More
Item No. 17
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 20 mm dia. Single Ball Air Valve
1
6135
6135.8
... More
Item No. 18
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
7254.5
... More
Item No. 19
. 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
90 mm dia PVC 6 Kg/cm2 pipe
0.03
163
5457.1
... More
Item No. 20
Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.
80 mm dia GI Class pipe
0.02
272
13643.3
... More
Item No.21
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.
24.29
2244
92.4
... More
S.W. No. 04 RCC ESR 24000 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 24000 LITRES STAGING HEIGHT 10 M"
Capacity of ESR
Cost of 24000 Ltr
1
1056349
1056349.44
... 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
26
47138
1813
... More
Outlet
1050 mm dia.CI.D./F pipes
26
47138
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
20505
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
520
37960
73
... More
S.W. No. 05 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
130
14950
115
... More
90 mm dia pvc 4 kg/cm2
41
6560
160
... More
110 mm dia pvc 4 kg/cm2
194
42486
219
... 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.
80 mm dia G.I pipe medium class
50
34450
689
... More
100 mm dia G.I pipe medium class
50
49050
981
... More
150 mm dia G.I pipe medium class
40
62840
1571
... 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.
100 mm dia CIDF Sluice valve
1
6835
6835
... More
Item No. 4
Providing and supplying PVC/C.I/G.I. Specials.
( 10% of pipes cost)
1
21033
21033.6
... More
Item No. 5
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.
153.5
25327
165
... More
Item No.6
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.
61.4
12967
211.2
... More
Item No.7
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.
61.4
38632
629.2
... More
Item No.8
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.
30.7
34344
1118.7
... More
Item No.9
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
130
3575
27.5
... More
90 mm dia pvc 4 kg/cm2
41
1398
34.1
... More
110 mm dia pvc 4 kg/cm2
194
7469
38.5
... More
Item No. 10
Lowering, laying and jointing G. I. pipes 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 G.I pipe medium class
50
6490
129.8
... More
100 mm dia G.I pipe medium class
50
7095
141.9
... More
150 mm dia G.I pipe medium class
40
6336
158.4
... More
Item No. 11
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
0.13
354
2729.1
... More
90 mm dia pvc 4 kg/cm2
0.04
167
4093.1
... More
110 mm dia pvc 4 kg/cm2
0.19
794
4093.1
... More
Item No. 12
Hydraulic testing of G.I.pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., 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 rates under this item shall also include cost of retesting.
80 mm dia G.I pipe medium class
0.05
682
13643.3
... More
100 mm dia G.I pipe medium class
0.05
750
15007.3
... More
150 mm dia G.I pipe medium class
0.04
709
17736.4
... More
Item No. 13
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 .
100 mm dia CIDF Sluice valve
1
2499
2499.2
... More
Item No. 14
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
7254.5
... More
Item No. 15
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.
275.19
25427
92.4
... More
Item No. 16
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.
1.35
9212
6824.4
... More
Item No. 17
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)
46.05
4255
92.4
... More
PART E) NAWADHABA PADA S.W. No. 01 FOR EXIS. BORE WELL TO PROPOSED ESR
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.
10.00 HP Submerssible Pumpset
11867 LPH Discharge
77 Head in M. 100 MM Dia.
1
53540
53540.82
... 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.
80 mm Dia. G.I. Pipe ( C Class )
70
56350
805
... More
Item No. 3
Providing & fixing of M.S. clamps for holding 80mm dia G.I. pipe.
2
1600
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)
70
20636
294.8
... 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
10
2156
215.6
... 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
10
1716
171.6
... More
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
1
7586
7586.7
... More
Item No.8
Providing tools for pumping machinary
1
6938
6938.04
... 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.
30
5983
199.44
... More
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.
30
2190
73
... 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
2
10370
5185
... More
Item No. 12
Providing & fixing 100 mm dia. Pressure gauge.
1
929
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
As Sluice Valve/Scour valve.
80 mm dia. Sluice Valve
1
5132
5132
... More
Item No. 14
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. Reflux Valve
1
4092
4092
... More
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.
30
7326
244.2
... More
S.W. No. 02 PURE WATER RISING MAIN PVC 6 KG 90 MM
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.
110 mm dia PVC 6 kg
30
7140
238
... 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.
80 mm dia GI Class pipe
10
6890
689
... More
Item No. 3
Providing & supplying PVC/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
0.05
1
701
701.5
... More
Item No. 4
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
1
5132
5132
... More
Item No. 5
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
4092
... More
Item No. 6
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
764
... More
Item No.7
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.
12
1980
165
... More
Item No.8
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.
4.8
1013
211.2
... More
Item No.9
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.
4.8
3020
629.2
... More
Item No.10
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.
2.4
1993
830.5
... More
Item No.11
Filling in plinth and floors murum bedding in
trenches with approved murum from
excavated materials from foundation in 15
cm to 20 cm layers including watering and
compaction, etc. complete. (Bd-A-10/263)
3.6
332
92.4
... More
Item No.12 Lowering, laying and jointing with P.V.C.
pipes and specials of following class and
diameter including cost of conveyance from
stores to site of works including cost of all
labour, material, except cement solvent, rubber
ring, as per IS code, etc. comple
90 mm dia PVC Kg/cm2 pipe
30
1320
44
... More
Item No. 13
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
80 mm dia GI Class Pipes
10
1298
129.8
... More
Item No. 14
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
2
3823
1911.8
... More
Item No. 16
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.
2.52
17197
6824.4
... More
Item No. 17
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 20 mm dia. Single Ball Air Valve
1
6135
6135.8
... More
Item No. 18
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
7254.5
... More
Item No. 19
. 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
90 mm dia PVC 6 Kg/cm2 pipe
0.03
163
5457.1
... More
Item No. 20
Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.
80 mm dia GI Class pipe
0.01
136
13643.3
... More
Item No.21
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.
21.29
1967
92.4
... More
S.W. No. 03 RCC ESR 64000 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 64000 LITRES STAGING HEIGHT 10 M"
Capacity of ESR
Cost of 64000 Ltr
1
1902740
1902740.85
... 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
26
47138
1813
... More
Outlet
1050 mm dia.CI.D./F pipes
26
76570
2945
... 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)
150 mm dia CIDF Sluice Valve
3
30753
10251
... 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
520
37960
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
274
31510
115
... More
90 mm dia pvc 4 kg/cm2
109
17440
160
... More
110 mm dia pvc 4 kg/cm2
58
12702
219
... More
140 mm dia pvc 4 kg/cm2
25
9175
367
... More
160 mm dia pvc 4 kg/cm2
19
9120
480
... 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.
80 mm dia G.I pipe medium class
50
34450
689
... More
100 mm dia G.I pipe medium class
50
49050
981
... More
150 mm dia G.I pipe medium class
40
62840
1571
... 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.
150 mm dia CIDF Sluice valve
1
10251
10251
... More
Item No. 4
Providing and supplying PVC/C.I/G.I. Specials.
( 10% of pipes cost)
1
22628
22628.7
... More
Item No. 5
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.
191.7
31630
165
... More
Item No.6
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.
76.68
16194
211.2
... More
Item No.7
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.
76.68
48247
629.2
... More
Item No.8
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.
38.34
42890
1118.7
... More
Item No.9
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
274
7535
27.5
... More
90 mm dia pvc 4 kg/cm2
109
3716
34.1
... More
110 mm dia pvc 4 kg/cm2
58
2233
38.5
... More
140 mm dia pvc 4 kg/cm2
25
1127
45.1
... More
160 mm dia pvc 4 kg/cm2
19
961
50.6
... More
Item No. 10
Lowering, laying and jointing G. I. pipes 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 G.I pipe medium class
50
6490
129.8
... More
100 mm dia G.I pipe medium class
50
7095
141.9
... More
150 mm dia G.I pipe medium class
40
6336
158.4
... More
Item No. 11
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
0.27
747
2729.1
... More
90 mm dia pvc 4 kg/cm2
0.11
446
4093.1
... More
110 mm dia pvc 4 kg/cm2
0.06
237
4093.1
... More
140 mm dia pvc 4 kg/cm2
0.03
136
5457.1
... More
160 mm dia pvc 4 kg/cm2
0.02
103
5457.1
... More
Item No. 12
Hydraulic testing of G.I.pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., 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 rates under this item shall also include cost of retesting.
80 mm dia G.I pipe medium class
0.05
682
13643.3
... More
100 mm dia G.I pipe medium class
0.05
750
15007.3
... More
150 mm dia G.I pipe medium class
0.04
709
17736.4
... More
Item No. 13
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 .
150 mm dia CIDF Sluice valve
1
3927
3927
... More
Item No. 14
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
7254.5
... More
Item No. 15
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.
345.46
31920
92.4
... More
Item No. 16
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.
1.71
11669
6824.4
... More
Item No. 17
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)
57.52
5314
92.4
... More
PART F) JAMNYAPANI S.W. No. 01 PURE WATER RISING MAIN PVC 6 KG 90 MM
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.
110 mm dia PVC 6 kg
60
14280
238
... 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.
80 mm dia GI Class pipe
15
10335
689
... More
Item No. 3
Providing & supplying PVC/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
0.05
1
1230
1230.75
... More
Item No. 4
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
1
5132
5132
... More
Item No. 5
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
4092
... More
Item No. 6
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
764
... More
Item No.7
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.
26.25
4331
165
... More
Item No.8
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.
10.5
2217
211.2
... More
Item No.9
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.
10.5
6606
629.2
... More
Item No.10
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.
5.25
4360
830.5
... More
Item No.11
Filling in plinth and floors murum bedding in
trenches with approved murum from
excavated materials from foundation in 15
cm to 20 cm layers including watering and
compaction, etc. complete. (Bd-A-10/263)
7.88
728
92.4
... More
Item No.12 Lowering, laying and jointing with P.V.C.
pipes and specials of following class and
diameter including cost of conveyance from
stores to site of works including cost of all
labour, material, except cement solvent, rubber
ring, as per IS code, etc. comple
90 mm dia PVC Kg/cm2 pipe
60
2640
44
... More
Item No. 13
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
80 mm dia GI Class Pipes
15
1947
129.8
... More
Item No. 14
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
2
3823
1911.8
... More
Item No. 16
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.
3.99
27229
6824.4
... More
Item No. 17
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 20 mm dia. Single Ball Air Valve
1
6135
6135.8
... More
Item No. 18
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
7254.5
... More
Item No. 19
. 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
90 mm dia PVC 6 Kg/cm2 pipe
0.06
327
5457.1
... More
Item No. 20
Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.
80 mm dia GI Class pipe
0.02
272
13643.3
... More
Item No.21
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.
48.13
4447
92.4
... More
S.W. No. 02 RCC ESR 39000 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 39000 LITRES STAGING HEIGHT 10 M"
Capacity of ESR
Cost of 39000 Ltr
1
1422323
1422323.4
... 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
26
47138
1813
... More
Outlet
1050 mm dia.CI.D./F pipes
26
76570
2945
... 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)
150 mm dia CIDF Sluice Valve
3
30753
10251
... 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
520
37960
73
... More
S.W. No. 03 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
267
30705
115
... More
90 mm dia pvc 4 kg/cm2
43
6880
160
... More
110 mm dia pvc 4 kg/cm2
36
7884
219
... More
140 mm dia pvc 4 kg/cm2
34
12478
367
... 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.
80 mm dia G.I pipe medium class
50
34450
689
... More
100 mm dia G.I pipe medium class
50
49050
981
... More
150 mm dia G.I pipe medium class
40
62840
1571
... 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.
150 mm dia CIDF Sluice valve
1
10251
10251
... More
Item No. 4
Providing and supplying PVC/C.I/G.I. Specials.
( 10% of pipes cost)
1
20428
20428.7
... More
Item No. 5
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.
159.7
26350
165
... More
Item No.6
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.
63.88
13491
211.2
... More
Item No.7
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.
63.88
40193
629.2
... More
Item No.8
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.
31.94
35731
1118.7
... More
Item No.9
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
267
7342
27.5
... More
90 mm dia pvc 4 kg/cm2
43
1466
34.1
... More
110 mm dia pvc 4 kg/cm2
36
1386
38.5
... More
140 mm dia pvc 4 kg/cm2
34
1533
45.1
... More
Item No. 10
Lowering, laying and jointing G. I. pipes 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 G.I pipe medium class
50
6490
129.8
... More
100 mm dia G.I pipe medium class
50
7095
141.9
... More
150 mm dia G.I pipe medium class
40
6336
158.4
... More
Item No. 11
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
0.27
728
2729.1
... More
90 mm dia pvc 4 kg/cm2
0.04
176
4093.1
... More
110 mm dia pvc 4 kg/cm2
0.04
147
4093.1
... More
140 mm dia pvc 4 kg/cm2
0.03
185
5457.1
... More
Item No. 12
Hydraulic testing of G.I.pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., 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 rates under this item shall also include cost of retesting.
80 mm dia G.I pipe medium class
0.05
682
13643.3
... More
100 mm dia G.I pipe medium class
0.05
750
15007.3
... More
150 mm dia G.I pipe medium class
0.04
709
17736.4
... More
Item No. 13
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 .
150 mm dia CIDF Sluice valve
1
3927
3927
... More
Item No. 14
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
7254.5
... More
Item No. 15
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.
288.17
26626
92.4
... More
Item No. 16
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.
1.58
10782
6824.4
... More
Item No. 17
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)
47.91
4426
92.4
... More
PART G) TIKHIBARDI S.W. No. 01 PURE WATER RISING MAIN PVC 6 KG 90 MM
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.
110 mm dia PVC 6 kg
300
71400
238
... 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.
80 mm dia GI Class pipe
30
20670
689
... More
Item No. 3
Providing & supplying PVC/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
0.05
1
4603
4603.5
... More
Item No. 4
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
10264
5132
... More
Item No. 5
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
4092
... More
Item No. 6
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
764
... More
Item No.7
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.
115.5
19057
165
... More
Item No.8
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.
46.2
9757
211.2
... More
Item No.9
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.
46.2
29069
629.2
... More
Item No.10
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.
23.1
19184
830.5
... More
Item No.11
Filling in plinth and floors murum bedding in
trenches with approved murum from
excavated materials from foundation in 15
cm to 20 cm layers including watering and
compaction, etc. complete. (Bd-A-10/263)
34.65
3201
92.4
... More
Item No.12 Lowering, laying and jointing with P.V.C.
pipes and specials of following class and
diameter including cost of conveyance from
stores to site of works including cost of all
labour, material, except cement solvent, rubber
ring, as per IS code, etc. comple
90 mm dia PVC Kg/cm2 pipe
300
13200
44
... More
Item No. 13
Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
80 mm dia GI Class Pipes
30
3894
129.8
... More
Item No. 14
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
5735
1911.8
... More
Item No. 16
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.
7.14
48726
6824.4
... More
Item No. 17
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 20 mm dia. Single Ball Air Valve
1
6135
6135.8
... More
Item No. 18
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
2
14509
7254.5
... More
Item No. 19
. 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
90 mm dia PVC 6 Kg/cm2 pipe
0.3
1637
5457.1
... More
Item No. 20
Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.
80 mm dia GI Class pipe
0.03
409
13643.3
... More
Item No.21
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.
221.95
20508
92.4
... More
S.W. No. 02 RCC ESR 49000 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 49000 LITRES STAGING HEIGHT 10 M"
Capacity of ESR
Cost of 49000 Ltr
1
1652322
1652322.6
... 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
26
47138
1813
... More
Outlet
1050 mm dia.CI.D./F pipes
26
76570
2945
... 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)
150 mm dia CIDF Sluice Valve
3
30753
10251
... 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
520
37960
73
... More
S.W. No. 03 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
339
38985
115
... More
90 mm dia pvc 4 kg/cm2
314
50240
160
... More
110 mm dia pvc 4 kg/cm2
98
21462
219
... More
140 mm dia pvc 4 kg/cm2
200
73400
367
... 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.
80 mm dia G.I pipe medium class
50
34450
689
... More
100 mm dia G.I pipe medium class
50
49050
981
... More
150 mm dia G.I pipe medium class
40
62840
1571
... 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.
150 mm dia CIDF Sluice valve
1
10251
10251
... More
Item No. 4
Providing and supplying PVC/C.I/G.I. Specials.
( 10% of pipes cost)
1
33042
33042.7
... More
Item No. 5
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.
339.3
55984
165
... More
Item No.6
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.
150.74
31836
211.2
... More
Item No.7
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.
150.74
94845
629.2
... More
Item No.8
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.
76.37
85435
1118.7
... More
Item No.9
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
339
9322
27.5
... More
90 mm dia pvc 4 kg/cm2
314
10707
34.1
... More
110 mm dia pvc 4 kg/cm2
98
3773
38.5
... More
140 mm dia pvc 4 kg/cm2
200
9020
45.1
... More
Item No. 10
Lowering, laying and jointing G. I. pipes 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 G.I pipe medium class
50
6490
129.8
... More
100 mm dia G.I pipe medium class
50
7095
141.9
... More
150 mm dia G.I pipe medium class
40
6336
158.4
... More
Item No. 11
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
925
2729.1
... More
90 mm dia pvc 4 kg/cm2
0.31
1285
4093.1
... More
110 mm dia pvc 4 kg/cm2
0.1
401
4093.1
... More
140 mm dia pvc 4 kg/cm2
0.2
1091
5457.1
... More
Item No. 12
Hydraulic testing of G.I.pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., 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 rates under this item shall also include cost of retesting.
80 mm dia G.I pipe medium class
0.05
682
13643.3
... More
100 mm dia G.I pipe medium class
0.05
750
15007.3
... More
150 mm dia G.I pipe medium class
0.04
709
17736.4
... More
Item No. 13
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 .
150 mm dia CIDF Sluice valve
1
3927
3927
... More
Item No. 14
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
7254.5
... More
Item No. 15
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.
639.31
59072
92.4
... More
Item No. 16
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.
2.61
17811
6824.4
... More
Item No. 17
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)
114.56
10585
92.4
... More
PART H) Trial & Run of Scheme
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
26244
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