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Jal Jeevan Mission Water Supply Projectfor Loni Tal Jamkhed Dist. Ahmednagar , ahmednagar-Maharashtra

Rural Development Department has published Jal Jeevan Mission Water Supply Projectfor Loni Tal Jamkhed Dist. Ahmednagar . Submission Date for this Tender is 22-08-2022. Water Supply Project Tenders in ahmednagar Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

33442824
Jal Jeevan Mission Water Supply Projectfor Loni Tal Jamkhed Dist. Ahmednagar
Open Tender
Indian
Maharashtra
ahmednagar
22-08-2022

Tender Details

Jal Jeevan Mission Water Supply Projectfor Loni Tal Jamkhed Dist. Ahmednagar

Key Value

Document Fees
INR 5600 /-
EMD
INR 135463.0 /-
Tender Value
INR 1.35 Crore /-

BOQ Items

Name of Work:Jal Jeevan Mission Water Supply Project Loni Tal. Jamkhed
Sl. No. Item Description
1Sub Work No.1 : PERCOLATION WELLItem No.1 : Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. Lift 0.00 to 1.50 M
2Item No.2 : Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.( For Headworks on river Girna river) Hard Strata Lift 3.0 to 18.00 M
3Lift1.50to 3.00 Mtr.
4Lift3.00to 4.50 Mtr.
5Lift 4.50 to 6.00 M
6Lift 6.00 to 7.50 M
7Lift 7.50 to 9.00 M
8Lift 9.00 to 10.50 M
9Lift 10.50 to 12.00 M
10Lift 12.00 to 13.50 M
11Lift 13.50 to 15.00 M
12Lift 15.00 to 17.50 M
13Lift 17.50 to 18.00 M
14Item No.3 : Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.P.C.C 1:2:4, M- 150
15Item No.4 : Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Excluding M.S.or Tor reinforcement a) R.C.C. Ring Beam ,M200
16b) Vertical wall Wall ,M200
17Item No.5 : 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, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) Tor Steel
18Item No.6 : Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
19Item No.7 : Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.
20Item No.8 : Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 8 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. 8 MM thick @ the well
21Item No.9 : Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts.
22Item No.10 : Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of allmaterials. overhead, labours etc. completed as directed.The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.
23Item No.11 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
24Item No.12 : Taking trial bore (core bore sampling )by machine withundisturbed strata sample for investigationin all types of strata softsoil,murum,hard murum with boulder,soft rock,hard rock, &quartziteetc. .
25Item No.13 :Drilling 100 mm dia bore in all soft & hard strata including all Material labour cost and machinery charges, etc. complete.
26Item No.15 :Providing and fixing GI Pipe railing having 1 m ht concisting 50x50x6 mm thick MS angle as vertical @1.5 c/c and additional post at every corner with 3 rows of 25 mm Dia GI Pipes of medium class varietyas horizontal and painting 3 coats of oilpaint over 1 coat of anticorrosive paint of aprroved colour and shade inclusding cost of all labour , transporting bendsto curve shape etc. Complete
27Sub Work No.2 : SWITCH ROOM Item No.1 :Exacavation forfoundation in earth, soil of all types , sand , gravel, and soft murum , including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed , dewatering , preparing the bed for the foundation and necessary backfilling , ramming , watering including shoring and strutting etc. complete.
28Item No.2 :Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. .
29Item No.3Providing and laying in situ cement concrete M-10 / 1:3:6 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000
30Item No. 4Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing-out water manually, striking joints on unexposed faces and watering complete.
31Item No.5 : Filling in Plinth and floor/trenches with contractors murum for bedding in 15cm to 20cm layers including watering and compaction complete
32Item No.6 :Providing and laying in situ, cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) Spec. No. : Bd.E.1 Page No. 287 / IS 456:2000
33Item No7 : Providing second class Burnt Brick masonry with conventional /I.S.type bricks in cement mortar 1:6 in super structure including striking joints,raking out joints,watering and scaffolding etc. Complete
34Item No.8 : Providing and casting in situ Cement Concrete of metal of approved quality for RCC work as per detailed deawings and designs or as directed by Engineer-in-charge including normal dewatering, centering,form work, compaction, finishing the formed surface curing,etc. complete. Use of L & T, A.C.C. , Ambuja , Birla Gold , Manikgad, Rajashree, etc. cement is permitted.RCC M-200 A) RCC Footing
35B) Column
36C) Beam and Lintel
37D) Chajja in M200
38Item No9Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and 20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I.quality Artificial Sand
39Item No.10 : 194Providingsandfacedplasterexternallyincement mortarusingapprovedscreenedsand,inallpositions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1kg percement 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.Spec. No.: Bd.L.7 Page No. 369
40Item No.11 : Providing internal Cement plaster for 20mm thickness with appropriate coats in cement mortor 1:3 without neeru finish to stone masonry surfaces, in all positions including scaffolding and curing complete. Spec. No.: Bd.L.3
41Item No.12 :Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete.
42Item No.13 :Providing and fixing solid core flush door shutter commercial in single leaf 30 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel Hinges and cromium plated fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Spec. No.: Bd-T-36, Page No. 500
43Item No.14 : 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.)
44Item No.9 :Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, 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 complete.
45Item No.15 : Providing and laying 25mm to 30mm thick rough Shahabad Stone Flooring and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning etc. complete.
46Item No.16 :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 & brooming down complete.
47Item No.17 : Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete.
48Item No.18 : Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, excluding primer coat cleaning and preparing the surface, watering for two days compl
49Sub Work No.3 : RAW WATER PUMPING MACHINARY (10.0BHP) Item No.1 : Providing, erecting andgiving test of 100 mm dia. submersiblepump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for variousdelivery head anddischarge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3Ph, 50 HzA. C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer"s design.Antithrust streamlined nonreturn valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.10.0 H.P. SUBMARCIBLEPUMP Q- 4.954 LPS H-74M
50Item No.2 : Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below80mm G.I Pipe B Class
51Item No.3 : 3 core PVC insulated, PVC sheathed copper conductor flat submersible cable. Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. (3 Core 6 sqmm)
52Item No.4 : Providing and fixing M.S. clamps for Holding 50 mm dia G.I. Pipe
53Item No.5 : Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c. Submersible/centrifugal pump set upto 10 HP consisting of star Delta starter having relay range 6-10 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.
54Item No.6 : Providing tools for pumping.
55Item No.7 : Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as pertest 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.Sluice valve 80 mm dia
56Item No.8 : Lowering ,layingandfixing in proper alignment and position all type of Sluice Valve as directed by Engineer in charge .includingcost conveyance from store to site of work ,all labour ,giving satsfactory hydraulic testing etc complete (for all class of Valve) Sluice valve 80mm dia
57Item No.9 : Providing pipe type earthing with 40 mm dia G.I. pipe or 20 mm dia G.I. Rod complete with all material as per specification no. EAEP
58Item No.10 :Providing and errecting triple spurn gear Chain pully Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift , tested to 50 % over load as per IS 3832 carrying IS mark ( 1 MT capacity)
59Sub Work No.4 : PURE WATER RISING MAIN Item No. 1 : Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect includinginspection charges, transportation to stores, etc. completeas per IS-1239/2004. GI Pipe100 mm Dia B Class
60Item No. 2 : 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, including 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 mmDia. HDPE .6Kg /Cm2
61Item No. 2a :Providing & supplying HDPE/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
62Item No.3 : Providing and supplying ISI maek CI D/F reflux valve (Non-return valve)of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, trasportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. reflux valves as per IS 5312 Part I(1987) Reflux Valve100 mm Dia
63Item No.4 : Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspectioncharges,transportationupto departmental store, unloading,stacking excluding GST levied by GOI & GOM inall respect etc. complete.Sluice Valve 100 mm Dia for washout
64Item No.5 : Providing and supplying Air Valves as perIS- 14845-2000 and MJP’s standardspecifications of approved make and qualityof following diameters including railwayfreight, inspection charges, unloading fromrailway wagons, loading into truck,transportation upto departmental stores,unloding and stacking excluding GST leviedby GOI & GOM in all respect etc. complete. Air Valve 25mm dia
65Part B - Labour Item No.6 : Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
66Item No.7 : Excavation for foundation / pipe trenches inhard murum including removing theexcavated material upto a distance of 50 Mand lifts as below, stacking and spreading asdirected by Engineer-in-charge, ormaldewatering, preparing the bed for foundationand excluding backfilling, etc. complete. (Bd- A-2/259)
67Item No.9 : Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
68Item No.10 : Excavationfor foundation/ pipe trenchesin hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated materialandstackingitinmeasurableheapswithina distanceof50metresfromtheareaandliftsasbelow, normal dewatering, excluding backfilling, etc. complete.
69Item No.11 : 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 complete.
70Item No.12 : Lowering ,layingand jointing G.I.pipes and specials of followingclass and Dia.including conveyance from store to site of work ,all labour ,giving satsfactory hydraulic testing etc completeeither underground or in vertical position as directed by engineer in chargeG.I Pipe 100 mm B class
71Item No.13 : LLowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II110 mmDia. HDPE .6Kg /Cm2
72Item No.14 : Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) Reflux VAlve 100mm
73Item No.15 : Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) Sluice VAlve100 mm Dia. for washout
74Item No.16 : Providing and laying is situ , cement concrete in 1:2:4of trap/granite / quartze / gneiss metal for foundation and bedding including bailing-out water manually, fromwork , compacting , covering newly laid concrete.by gunny bag plastic or tarpaulin , curing etc. complete. ( Wooden planks/ shuttering will not be allowedb) 1:2:4 (M-150) grades for encasing
75Item No.17 : Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) 0 to 150 mm Dia.
76Item 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
77Item No.18 : 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.
78Item No.19 : Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..110 mmDia. HDPE .6Kg /Cm2
79Item 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.GI Pipe150 mm Dia B Class
80Sub work.5:RCC ESR of CAPCITY80000 ltr 12M stagingstagingItem 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 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge. Notes 1) The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) 2) 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 tank For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. 4) The entire structure shall be in M-300 mix only. 5) 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. 6) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 7) 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. 8) Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300. 9) 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. 10) 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. 11) 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. 12) 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. 13) For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside. 14) 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. 15) 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. 16) 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 12 to 16 M staging - 2% per metre 16 to 20 M staging - 3% per metre20 M and above - 4% per metre For 17 M staging height, percentage calculation will be like below : 12 to 16 M --- 4 x 2 = 8% 16 & 17 M --- 1 x 3% = 3% Total = 11% For 21 M staging height, percentage calculation will be like below : 12 to 16 M --- 4 x 2 = 8% 16 to 20 M --- 4 x 3% = 12% 20& 21 M --- 1 x 4% = 4% Total = 24% 17) Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR). Notes 1) Conditions from Sr. No. 1 to 11 shall form a part and parcel of the tender and must be included in the draft tender papers for works of R.C.C. E.S.R. 2) Conditions from Sr. No. 12 to 17 are for estimation purpose only and shall not appear in the tender
81Item No. 2 : Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge100 MM DIA.
82Item No.3 : Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.D/F Specials of All Diameters
83Item 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. 100 mm dia Sluice Valve
84Sub Work No.6 : DISTRIBUTION SYSTEMItem No. 1 : 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 B class
85Item No. 2 : 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). 90mm Dia. 4kg/cm2 PVC Pipe
86110 mm Dia. 4kg/cm2 PVC Pipe
87Item 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. 80 mm dia Sluice valve
88100 mm dia Sluice valve
89Item No. 4 : Providing & supplying PVC/CI/GI specials ( 10 % of cost of pipe shall be considered percent of specials for estimate purpose.)
90Part B LABOUR Item No. 1 : 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.
91Item No. 2 : Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-2/259)
92Item No. 3 : 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.
93Excavationfor foundation/ pipe trenchesin hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated materialandstackingitinmeasurableheapswithina distanceof50metresfromtheareaandliftsasbelow, normal dewatering, excluding backfilling, etc. complete.
94Item No. 5 : 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 complete.
95Item No. 6 :Lowering,Laying and Jointing with G.I. Pipes andspecials…..80 mm dia G.I pipe B class
96Item No. 7 : Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).90 mm dia 4 kg/cm2 PVC Pipe
97110 mm dia 4 kg/cm2 PVC Pipe
98Item No. 8 : Lowering ,layingandfixing in proper alignment and position all type of Sluice Valve as directed by Engineer in charge .includingcost conveyance from store to site of work ,all labour ,giving satsfactory hydraulic testing etc complete (for all class of Valve) 80 mm Dia. Sluice valve
99100 mm dia Sluice valve
100Item No. 9 : Providing and laying is situ , cement concrete in 1:2:4of trap/granite / quartze / gneiss metal for foundation and bedding including bailing-out water manually, fromwork , compacting , covering newly laid concrete.by gunny bag plastic or tarpaulin , curing etc. complete. ( Wooden planks/ shuttering will not be allowed ) In PCC M-100
101Item No. 10 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
102Item No. 11 : Providing and constructing B.B. masonary valve chamber with 15cm thick PCC1:3:6bedding, including excavation, B.B. masonry in C.M. 1:5 proportion12mm thick cement plaster in cm 1:4 on both sides with providing and fixing C.I, manhole frame and cover in RCC 1:2:4 etc. complete as directed by Engineer-in-charge.Chamber size 60x45x90cm
103Item No. 12 : Providing CI road box including loading unloading and carting at site of work including all necessary excavation in all type of strata and fixing in muru packing etc. complete. Size 100mm x 225mm (20kg)
104Item No. 13 : 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 4 kg/cm2
105110 mm Dia PVC 4 kg/cm2
106Item No. 14 : 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.GI Pipe 80 MM Dia. B Class
107Sub Work No.6 : solar panelProviding Stand Alone Solar Panel With USPC system for Pumping Machinery10.0hp
108Sub Work No.7 : Trial Run. Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.a) for single village (1 Months)
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