Retrofitting Of Water Supply Scheme At.Kanosa Tq.Basmat Dist.Hingoli
Tender Value
30.57 Lakhs
Estimated cost
Bid Submission
11 Mar 2022
0 days left
EMD
31000
Bank guarantee accepted
Document Fee
3360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
basmat → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting Of Water Supply Scheme At.Kanosa Tq.Basmat Dist.Hingoli
BOQ
| Sl. No. | Item Description |
| 1 | Rising Main ITEM NO.1 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipessuitable for potable water with solvent cementjoints including cost of couplers, as per ISspecification no. 4985 / 1988 excluding GSTlevied by GOI and GOM in all respect, includingtransportation, freight charges, inspectioncharges, loading, unloading, conveyance to thedepartmental stores and stacking the same inclosed shed duly protected from sun rays andrains including cost of jointing material i.e.solvent cement, etc. complete (selffit type to bejointed with cement solvent).PVC Pipes-Working pressure 6Kg/Sqm.,Dia. Is 90 mm MJP SSR Section I (II) Page No. 76 |
| 2 | Providing and supplying ISI standard pvc specials & fittings including transportation to stores/ site,loading,unloadingchargesexcludingGSTleviedby GOI & GOM,etc. complete.10% cost of pipes |
| 3 | ITEM NO. 2Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,InspectionRCC PIPES NP III Considering Nalla / Road Crossing100 mm dia RCC NP III PIPES |
| 4 | ITEM NO. 3 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984) a) Reflux valves - PN -1 Without byepassarrangement 80 mm dia. (MJP SSR 2021-22 P. No 131 I.No 1a iii to viii) |
| 5 | ITEM NO. 3 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984) a) Reflux valves - PN -1 Without byepassarrangement 80 mm dia. (MJP SSR 2021-22 P. No 131 I.No 1a iii to viii) |
| 6 | ITEM NO. 4 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. a) Air valve Single ball Flanged - PN -132 mm dia |
| 7 | Mechanical Tee 100x100x100 mm (MJP SSR 2021-22 P. No 148 I.No 8/a/1) |
| 8 | ITEM NO. 5 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 M150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.) Foundation on Murum and Harder Strata.upto 150mm (MJP SSR 2021-22 P No.140 I.No.17ai,17bi) |
| 9 | ITEM NO. 6 Labour Section Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MJP DSR 2021-22 SECTION- E Sr.No.1 pg.no.42 |
| 10 | ITEM NO. 7 Excavationfor foundation/ pipe trenchesin hard murumand boulders,W.B.M. road includingremovingthe excavatedmaterialupto a distanceof 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5 M MJP DSR 2021-22 SECTION- E Sr.No.2 pg.no.42 |
| 11 | ITEM NO. 8 Excavationfor foundation/ pipe trenchesin soft rock&old cement& lime masonary foundation,asphaIt raod includingremoving the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M MJP DSR 2021-22 SECTION- E Sr.No.5 pg.no.42 |
| 12 | ITEM NO. 9 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259) MJP DSR 2021-22 SECTION- E Sr.No.5 pg.no.42 |
| 13 | ITEM NO. 10 Filling inplinth floors murum bedding intrenches with approved murum from excavatedmaterialsfromfoundation15to20cmlayersincludingwateringand compaction complete.Murum selected from excavated stuff MJP DSR 2021-22 SECTION- E Sr.No.16 pg.no.45 |
| 14 | ITEM NO. 11 Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source 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 diaMJP SSR Section I (II) Page No. 80 |
| 15 | ITEM NO. 12 Hydraulic testing of PVC pipe line to specified pressure includingcost of all materials and labour and water for testing for specified length including cutting, placing end cap makingarrangement forfillingsafewaterusingreciprocatingtypepumpswhich shouldbeabletoprovidespecified testpressuregaugesandothernecessary equipments,labour,operationcharges,etc. requiredfor testing.The rate underthis itemshallalsoincludecostofretesting,ifnecessaryandreinstatingtooriginal position Working pressure 6 kg/cm2. 90 mm dia MJP SSR Section I (II) Page No. 80 |
| 16 | ITEM NO. 13 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985. Considering Nalla / Road Crossing. 250 mm RCC Class \"NP-III\" Pipe. MJP SSR 2021-22 Section 2 Page No. 98 I.No.2 |
| 17 | ITEM NO. 15 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion,precast RCC frame and cover, etc. Complete as directed by engineer-in-charge. Note: Wall thickness : 0.23 M for depth of .2 M and 0.35 M for balance depth exceeding 1.2 M. As above of 60x45 CM internal size and depth upto 0.9 M with precast R.C.C slab cover (MJP SSR 2021-22 P No.220 I.No.1a) |
| 18 | ITEM NO. 15 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. (MJP SSR 2021-22 P No.45 I.No.15) |
| 19 | 80 mm dia sluice valve |
| 20 | 80 mm dia non-return valve |
| 21 | RCC ESR 21000 litres Staging Height 12 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/cfor 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 chargesincluding 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. railingoutside, 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 of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) 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.Externalbracingsisalso obligatory.The entire structure shall be in M-300 mix only.Plainroundmildsteelbarsgrade-I conformingtoI.S.432part-I or high yield strength deformed bars conformingtoI.S.1786orI.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. Howeverall RCCconstructionshould be done in M-300.Theseratesare includingthe costof uplift pressure if any and entire dewatering during execution. In case of waterloggingareawherewateris stretch at shallow depth, extra provision of dewatering shall be made as per site condition.AllconditionsgivenintheMember Secretary\"sCircularNo. MJP/ TS-I/ 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed andadditional cost, if any, due to these conditionsis includedin the rates mentioned below.75%partrateshallbepayablefor reinforcementconcreteand plastering items of containers of E.S.R. till satisfactoryhydraulictesting for water tightnessisgiven;andtillthatwork shall be treated as incomplete.Theratesindicatedinthetableare excludingthecostofpipes,specials andvalvesrequiredforinlet,outlet, washout, overflow and bypass arrangement. The scope of work, however, includes costoferecting, laying and jointing of pipes and valves including cost of jointing materials upto 5Mbeyondouterfaceof outermost column.ForESRupto500cumcapacityC.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall beused.ForESRabove500cum capacityC.I./M.S.pipeassemblywith minimum 8 mm thickness upto 500 mm diaandminimum10mmthickness above 500 mm dia can be used with properanti-corrosiveepoxy treatment from inside and outside.Belowmentionedratesarefor foundations with individual footing with bearing capacity of20tonnes per squaremetre.Forraft 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 morethan5 MT/sqmandupto10 MT/sqm.This%of5%or 7.5%is applicable for estimationof amount of lumpsumitem of ESR. For extra item due to change from individual foundationtoraft, actualincreasein concreteandsteelbepaidasper 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 increasedby another10%. 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 heightof 12 M. Theseratesshallbe increasedor decreasedfor 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 Capacity 15000 litres 12 m staging Height, 3 m tank height. Total cost for 15000 Litres @ 12m staging Height . 5% decrease for zone II (MJP SSR P No. 214 Section K (II)2.) |
| 22 | 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. (MJP SSR P No. 72 Section I(I)5.ii/iv) Inlet 80 mm dia CID/F pipes |
| 23 | Outlet 80 mm dia. CI.D./F pipes |
| 24 | Overflow 80 mm dia. CI.D./F pipes |
| 25 | Washout80 mm dia. CI.D./F pipes |
| 26 | ITEM NO.3 Providing And supplying ISI standard CI Flanged /s &S Specials Including all Statutory Duties &taxes such as GST Levied by GOI &GOM in all Respect.Railway Freight Insurance Unloading From Railway wagon,Loading into truck Transport to Departmental Store /Site UnloadingStacking etc Complete D/F Specials 300 D/F Specials Upto and Including150 mm. 80 mm to 300 mm dia. ( M.J.P SOR 21-22P.NO 72 I.NO.6a) |
| 27 | 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 GOt & GOM in all respect etc. complete. Sluice valves PN-1 without bye-pass arrangement (MJP SSR P No. 132 Section I(XII) 2a.iv) 100 mm dia. Sluice valve - Outlet/Distribution |
| 28 | Sluice valve80 mm dia. Inlet/bypass |
| 29 | Washout80 mm dia. CI.D./F pipes |
| 30 | Distribution System ITEM NO.1 Material. 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 inclosed shed duly protected from sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent).MJP SSR 2021-22 Section I (II) Page No. 76 75 mm |
| 31 | 90 MM |
| 32 | 110 MM |
| 33 | Providing and supplying ISI standard PVC & GI specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete.10% of cost of pipes |
| 34 | Providing and supplying ISI standard RCC specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete.10% of cost of |
| 35 | 1% cost of pipes |
| 36 | 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 GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.MJP DSR 2021-22 SECTION- E Sr.No.2 pg.no.42. 65 mm sluice valve |
| 37 | 80 mm sluice valve |
| 38 | ITEM NO.4 LABOUR Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MJP DSR 2021-22 Section E Sr.No.1 Pg. No. 42 |
| 39 | ITEM NO.5 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.Lift 0 to 1.5MJP DSR 2021-22 Section E Sr.No.2 Pg. No.42 |
| 40 | ITEM NO.6 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. Lift 0 to 1.5MJP DSR 2021-22 Section E Sr.No.5 Pg.No.42 |
| 41 | ITEM NO.7 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) Lift 0 to 1.5 MJP DSR 2021-22 Section E Sr.No.7 Pg.No.43 |
| 42 | ITEM NO.8 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.Murum selected from excavated stuff MJP DSR 2021-22 Section E Sr.No.16 Pg.No.45 |
| 43 | ITEM NO. 9 Lowering Laying and jointing with P.V.C pipes and specials of following class and9 diameter including cost of conveyance from source 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) Working Pressure 4 kg/cm2 MJP DSR 2021-22 Section I(II) Sr.No.4 Pg. No.80 75 mm |
| 44 | 90 mm |
| 45 | 110mm |
| 46 | ITEM NO.10 Hydraulic testing of PVC pipe line tospecified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position.MJP SSR Section I(II) Pg. no. 80 75 mm |
| 47 | 90 mm |
| 48 | 110 mm |
| 49 | ITEM NO.12 Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) MJP DSR 2021-22 Item No. 4a Sec. I (XII)pg.no.135 65 mm sluice valve |
| 50 | ITEM NO.12 Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) MJP DSR 2021-22 Item No. 4a Sec. I (XII)pg.no.135 65 mm sluice valve |
| 51 | 80 mm sluice valve |
| 52 | ITEM NO.14 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg). MJP DSR 2021-22 Item No. 5a pg.no.223 |
| 53 | ITEM NO.15 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)Spec. No. - Bd E /1 Page No. 287 and B-7, Page No. 38 |
| 54 | ITEM NO.16 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. Net volume of refilling. MJP DSR 2021-22 Item No. 16 Sec.E pg.no.45 |
| 55 | TRIAL & RUN OF SCHEME ITEM NO.1 Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge. For single village (1 Month) (M.J.P. SOR 21-22 P. No 232 I.No.1a) |
| 56 | 5 BHP ( Pumping machinary )Item No 1Submersibble pumpsets 150mm dia Providing , erecting and giving tests of submers- ible pump set confirming to IS 8034 and motar confirming to IS 9283 , with waterproof winding.confirming to IS 9283 , with waterproof winding. Pump shall be suitable for various delevery headand discharge with stainless steel shaft . Mortar suitable for working on 415 V = 10%, 3Ph,50 Hz A.C. supply , with cable guard, thrust carbon / fibre bearing to with standentire hydraulic thrust The pump set shall be suitable for direct coupling with suitable suction strainer , pump should have suitable discharge out let as per manufactur\"s design. Antithrust stream lined nonreturn valveshallbe providedwith the pump 3m submersi ble copper conductorcable, in single / doublerun and 2 pairs of erection clamps 65 mm width 10 mm thick shall be provided with each pump. Submersible Pump 150 mm dia (with Bronze impeller ) upto 8 stages. (MJP Mech. CSR 21 -22 Pg.No. PM1-2,PM1-2-9), Submersible pump on well 5 HP |
| 57 | ITEM NO.2 Providing and Fixing L.T. skeleton panel board upto 5 HP. (As per detail sheet attached) |
| 58 | Item No. 3 Supplying PVC insulated PVC round sheathed 4 sq.mm (56 no. x 0.30 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV 3 Core 2.5 sqm .Well (PWD Elct CSRCSR 21-22Pg.No.218I N 12-4-9 ), |
| 59 | ITEM NO.4 Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete. 80 mm dia (heavy) on well. (MJP CSR 2021-22 P. No. 82 l. No. 1.III.1.c.vii) |
| 60 | Item No.5Providing and supplying ISI mark CID/Freflux valves (Non-return valves ) of following dia including all taxes (central and local ) railway freight , inspection charges ,unloading from railway wagon,loading into truck , transportation uptodepartmental stores / site, unloadingstackingetc complete 80mm dia . Reflus Valve( M.J.P.C.S.R. 2021-2022 Pg No 131 It. No 1 )80MM |
| 61 | ITEM NO.6 Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete.a) Sluice valve - PN - 1(Without bypass)80 mm dia. (MJP CSR 2021-22 P. No.132l. No. 2Aiii) |
| 62 | Item No. 7Lowering, laying and jointing in position following C.I.D/F reflux valves, Butterfly valvesand sluice valve including cost of all labourjointing material , including nut bolts and giviningsatisfactory hydraulic testing etc. complete (Rate of all class of valves ) 80mm dia .Sluice Valve. &Reflus Valve ( M.J.P.C.S.R. 2021-2022 Pg No 132 It. No 2A3 ) |
| 63 | ITEM NO.8 Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia) (MJP Mech. CSR 2021-22 P. No.7 PM11-1) |
| 64 | ITEM NO.9 Providing earthing with galvanized iron earth plate size 60 x60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP.Plate type Electrode (IS 3043) 1. For pump - 2Nos.1. For panel board- 1No (PWD Elec. CSR 2021-22 Item No. 9-1-1). |
| 65 | ITEM NO.10 Providing and supplying ISI standard CI Flanged/ S&S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store/site, unloading stacking etc. complete.CI D/F specials. i) 80 to 300 mm dia. (MJP CSR 2021-22 Section-I(I) P. No. 72 l. No. 6ai) |
| 66 | SWITCH ROOM:- Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift of 0 to 1.5 M |
| 67 | 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, etccomplete. Lift of 0 to 1.5 M |
| 68 | Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etcetera complete. |
| 69 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Excluding M. S. orTor Reinforcement RCC Footings ( M-200) |
| 70 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted ) RCCCOLUMNS ( M-200) |
| 71 | Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)RCCBEAMS & lintel( M-200) |
| 72 | Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use ofL&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Slab & Landing steps ( M-200) |
| 73 | Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (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.Chajja ( M-200) |
| 74 | Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar of following proportion superstructure including striking out & racking out joint watering and scafolding etc complete. |
| 75 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, 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) |
| 76 | Providing and laying Rough shahabad stone flooring upto 40 mm. thick and of required width in plain / diamond pattern on a bed of bed 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.Refn. :BDM.1A Sr. No. 917PWD S.S.R. I.No. 33.02P.No. 269 |
| 77 | Providing internal cement plaster 12 mm. thick insingle coat in cement morter 1:5 without neeru finish toto concrete or brick surfaces,in all positions inculding scffolding and curing complete.(Bd-L-5/368) |
| 78 | Providing sand faced plasterexternally in cement motar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same fornot less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to8 mm. thick in cement mortar 1:4 finishingthe surface by taking out grains and curing for foureen days scaffolding etc. complete. |
| 79 | Provinding and applying white-wash in Two coat on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down complete.(236 Bd-P-1-A) |
| 80 | Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc.complete.(Bd-P-5/413) |
| 81 | Providing and fixingsteelframe of angle 50X 50X 6 mm for windows with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40x6 mm vertical at center including iron hold fast boxes for fixing 40x6 mm vertical at center including iron .PWD S.S.R. I.No. 1152/39.35P.No. 313 |
| 82 | Providing and fixingsteelframe door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portionincluding iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete. |
| 83 | Providing and fixingsteelframe door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portionincluding iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete. |
| 84 | 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. |
| 85 | Doors |
| 86 | Clorination |
| 87 | Fencing and M.S. gate ITEM NO.1 Providing & erecting chain link fencing 1.6 Mtr height with GI chain link of size 50*50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40*40*6 mm size embedded in cc block 1 :4 :8 mix of size 450*450*670 mm at 1.75 m centre to centre wiyh iron bar 16 mm dia as a hold fast including welded link with angle frame at 30 cm cenre to centre nuts & bolts & horizontal MS angle at top & bottom of 25 * 25* 5 mm size & vertical MS flat 35 * 5 mm & 25 * 5 mm horizontal including cross supports of 40 *40*6 mm angle both sides at every corner in cc with 3 coat of oil painting etc complete. PWD SSR 2021-22 I.No 46.39 BDW P.No.217 |
| 88 | ITEM NO.2 Providing and fixing M.S. gate 2.5 Mwide for compound with 40 mm dia G.I.pipe, approved grill work, RCC M-150 sidepillars of 25 cm x 40 cm x 2.5 M height, itsfoundation, finishing, painting, etc.complete.MJP SSR Section-H: Miscellaneous P.No.58 |
| 89 | ITEM NO.3 Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, work completion and liability period etc\", having rectangular shape of 1.20m * 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coats of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border/ messages / symbols etc. with approved colour shade paint complete, on M.S,angle of size 35 * 35 *3 mm frame with properly cross braced M.S. angles of size 35mm*35mm*3mm duly painted including Two M.S. angle iron posts of size 65 mm * 65 mm *6 mm, 3.65m long painted with alternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60 cm *60 cm *75 cm including, excavtion, refilling, transportation and labour etc complete. Spec. No. As directed by Engineer in Charge SSR I.No. 6.96 |
AI Tender Summary
Tender Timeline
Mar 04, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMar 11, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 12, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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