Tender For Construction Of Water Supply Scheme At Tohogaon Tal. Gondpipri
Tender Value
1.71 Crore
Estimated cost
Bid Submission
09 Jan 2023
0 days left
EMD
1.72 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gondpipri → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Water Supply Scheme At Tohogaon Tal. Gondpipri
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Dec-2022 | 2022_CHAND_862220_2 | Date | 31-Dec-2022 |
| 2 | 31-Dec-2022 | _CHAND_862220_2 | Date | 02-Jan-2023 |
| 3 | 02-Jan-2023 | WATER SUPPLY SCHEME AT TOHOGAON TQ. GONDPIPRI | Date | 04-Jan-2023 |
| 4 | 04-Jan-2023 | WATER SUPPLY SCHEME AT TOHOGAON TAL. G0ONDPIPRI | Date | 06-Jan-2023 |
| 5 | 06-Jan-2023 | 2022_CHAND_862220_ | Date | 09-Jan-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Subwork No.1- Proposed Percolation WellDepth - 15 M& Dia. - 6 M.ITEM NO.1 Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it. a) In overburder soft soil , murum |
| 2 | b) In weathered rock with boulder |
| 3 | c) In weathered rock with softrock |
| 4 | d) In hard rock other than quatizite |
| 5 | ITEM NO.2 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murumwithboulders inwetordryconditionforheadworksi.e.intakewell, connecting main, jack well, pump house, supply well, etc. for lift as below and lead of 150Mincludingbarricading,guardinganddisposingoffsurplusexcavatedstuff within a radius of 0.5 km. as directed, etc. complete excluding refilling.Lift 0 to 1.50 M |
| 6 | Lift 1.5 to 3.00 M |
| 7 | Lift 3.0 to 4.5 M |
| 8 | Lift 4.5 to 6.0 M |
| 9 | ITEM NO.3 Excavationin generalinhard material comprisingofsoftrock,hardrock,Manjara rock,etc,byblasting/controlledblasting,chisellingasrequiredinwetordry 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, disposingoffsurplusexcavatedstuffwithinaradiusof0.5km.asdirectedby Engineer-in-charge, excluding refilling Lift 6 to 7.5 M |
| 10 | Lift 7.5 to 9 M |
| 11 | Lift 9 to 10.5 M |
| 12 | Lift 10.5 to 12 M |
| 13 | Lift 12 to 13.5 M |
| 14 | Lift 13.5 to 15 M |
| 15 | ITEM NO.4 Providingandlayingin situ followinggradesofcementconcreteoftrap/ granite/ quartzite /gneiss metal for foundationand bedding including dewatering,form work, compaction, curing, finishing etc. complete. a) M-150 |
| 16 | ITEM NO.5 Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering,centering,form work, bally, steel propups,compaction,finishing the formed surfaceswith C.M.1:3 of sufficientminimumthicknessto give asmooth andevensurface whereevernecessaryorrougheningif specialis to be provided and curing etc. complete ( By weigh batchingand mix design for M-250 and M-300 only.Use of L&T, A.C.C.Ambuja,BirlaGold, Manikgad,Rajashree,etc. cementis permitted.)( Excluding M.S. reinforcements) RCC M-200 for water retaining structure a) For RingBeam |
| 17 | a) ForVertical Wall Above 3.0 m from GL |
| 18 | Below 0 to 5 m from GL |
| 19 | Below 5 to 10.00 m from GL |
| 20 | ITEM NO.6 Providingand fixingin positionsteel bar reinforcementof variousdiametersfor RCC piles, caps, footings, foundations,slabs, beams, columns, canopies, staircase, newels,chajjas,lintels,pardies,copings,fins,arches,etc. as per detailed designs, drawingsandschedulesincludingcutting,bending,hookingthebars,bindingwith wiresor tackweldingand supportingas required,etc.complete.(includingcost of binding wire) 8% of RCC QtyAbove& Below 0 to 5 m from GL |
| 21 | Below 5 to 10 m from GL |
| 22 | ITEM NO.7 Providingstucturalsteelworkin single stanchionscomposedof RSJ, channel,etc, withcaps,bases,mildsteel plates,angles,brackets,cleats,gussetplates,anchor bolts, etc. as per detaileddesign and drawing or as directed by Engineer-in-charge includingcutting,fabrication,hoisting,erecting,fixinginposition,makingriveted/bolted/weldedconnectionsandonecoatsofanticorrosivepaintandoverittwo coats of oil painting, etc. complete. RSJ 200x100mm Weight of RSJ |
| 23 | RSJ 100x50mm |
| 24 | ITEM NO.8 Providingand fixing M.S. chequerredplate flooringof following thicknesssupported onM.S.angles(25x25x5 mmsize)includingwelding,cuttingandfabricatingthe plates to the requiredsquare or rounding shape,makingholes in the plate, includingprovidingandapplying3coatsofanticorrosivepaint,etc.completeasdirectedby Engineer-in-charge.6 mm thick |
| 25 | ITEM NO.9 Dewateringtheexcavatedtrenchesandpoolsofwaterinthe buildingtrenches/ pipeline trenches,well works by using pumps and other devices including disposing offwatertosafedistanceasdirectedbyEngineer-in-charge(includingcostof machinery, labour, fuel), etc. complete. 7.5 BHP pumps daily 8 hrs for 20 days |
| 26 | ITEM NO.10 Providing and fixing in position C.I. dapuri steps for 22 mm dia. M.S. step with proper anchorage,etc.andprovidingandapplying3coatsofant-corrosivepaint,etc complete as directed by Engineer-incharge Add 10% Naxal |
| 27 | ITEM NO.11 Providing, and fixing 80 mm dia A.C. / P.V.C. pipe weep holes at 1.5 m.c/c staggered including costofallmaterialsandlabourinvolvedwithallleadsandlifts.etc.complete with all leads and liftsAdd 10% Naxal |
| 28 | ITEM NO.12 Providing and Laying and placing in position shrouding material for porous pipe gallery/slotted gallery/well work with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section. Complete.(Boulder +Sand filling)40 mm gauge pebbles |
| 29 | 12 mm to 20 mm gauge pebbles |
| 30 | ITEM NO.13 Refillingthe trencheswith available excavatedstuff with soft material first over pipe lineandthenhardmaterialin15cmlayerswithall consolidation, surcharging etc. complete. Net Qty |
| 31 | ITEM NO.14 Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-incharge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed.Lps less than 25,000 |
| 32 | ITEM NO.15 Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thickM.S.angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal andpainting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shadeincluding cost of all labour, transporting bends to curved shape, etc.complete.Railing |
| 33 | Subwork No.2- INTAKE WELL, Depth - 6 M & Dia.- 4 MItem No.1Excavation 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 to 1.50 M |
| 34 | Item No.2Excavation for in general in Hard material comprising of soft rock, hard rock manjra rockin wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M including barricating guarding disposing off surplus excavated stuff with radius of 0.50 km as directed by engineer in charge. Lift 1.50 to 3.00 M |
| 35 | Lift 3.00 to 4.50 M |
| 36 | LIFT 4.5 to 6.0 MAdd 10% Naxal |
| 37 | Item No.3 Providing and laying in situ plain cement concreteof trap/granite /quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing etc. complete. PCC M-150For P.C.C.1:2:4 mix Lift 5 to 10m i) For bedding |
| 38 | Item No. 4Providing 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 M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)Excluding M.S. or Tor reinforcement IN RCC M - 200 For foundationLift 5 to 10 mAs Per Lead Charges & Add 10% Naxal |
| 39 | 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, plywood formwork,bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thicknessif special finish is to be provided and curing, etc.complete. (By weigh batching and mix design for M-250 and M-300 only. Use to L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. IN RCC M - 25: Vertical Wall Lift 0 to 5 m above GL |
| 40 | Lift 0 to 5 m below GL |
| 41 | Lift 5 to 10 m below GL |
| 42 | IN RCC M - 25: Roof SlabLift 0 to 5 m above GL Deduct for opening |
| 43 | 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 requiredetc. complete. (Including cost of binding wires.) Fe 500 At 70 kg/cum Lift 0 to 5 m |
| 44 | At 70 kg/cum Lift 5 to 10 m |
| 45 | Item No 7Providing and fixing in position CI type dapuri steps of 22 mm diameter MS bar steps with propor anchorage etc. and providing and applying 3 coats of anti-corrosive paints etc. complete as directed by Engineer-in-charge. |
| 46 | Item No 8Dewatering the excaveted trenches & pools of of water in the building trenches / pipe line trenches well works, by using pumps & other de ices including disposing off water to safe distance as directed by Engineer in charge (including cost of machinery,labour,fuel) etc.complete. |
| 47 | Item No.9 Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer in charge (20 tonnes capacity) 90 x 60 cm SFRC frame & cover |
| 48 | Item No. 10 Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semi-pervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer in charge, till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer in charge. |
| 49 | Item No. 11 Providing,hoisting & fixing in position in erted \"J\" type 100 mm dia C.I. cowl typeentilators with mosquito proof aluminium mesh at top including applying 2 coats of anticorrosi e paint etc complete as directed by Engineer in charge weighting not less than 35 kg. |
| 50 | Subwork No.3-Connectin mainItem 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 to 1.50 M |
| 51 | Lift 1.50 to 3.00 M |
| 52 | Lift 3 to 4.5 M |
| 53 | Item No.2 :- Providing D.I. pipes (push on joints pressure pipes of D.I. of following class and diametersconfirmingtotheI.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) excluding GST levied by GOI & GOM in all respet including Thirdparty inspection charges of TPI agency approved by MJP, including transit insurance, railway freight, unloading from railway wagon, loading into truck, Transportion to departmental store unloading,stacking,etc.completed, as directed by engineer-in- charge.(IS-8329:2000 latest version for pipesandIS 158/1969 and IS 12820/1989 or Latest edition / revision with amendments for Rubber GasketD I K-7 300 MM DIA |
| 54 | Item No. 3:- Providing and supplying ISI standard D.I. specials and fittings with sealing rubber gasket of S.B.R. complete with Cast Iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour, material and transportation to stores, loading & unloading excluding GST levied by GOI & GOM in all respect etc.complete as per IS-9523. 80 to 300 mm dia |
| 55 | Item No. 4:- 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 GST levied by GOI & GOM in all respect includinginspection charges, transportation to stores, and stackingetc. complete.All dia |
| 56 | Item No. 5:- \"Lowering laying and jointing with SBR ruber gaskets D.I. S/S pipes of various classes with DI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour,etc. complete. . Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820 300 mm dia DI- K-7.for pure water R/M |
| 57 | Item No.6 :- Refilling of pipe 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. completed Net quantity of filling |
| 58 | Item No.7:- Cutting and champhering of pipes of following dia including cost of all materials and labour involved etc. complete as directed by Engineer-in charge( for all class of pipes.) 300mm dia |
| 59 | Item No.8:- Dewatering the excaveted trenches & pools of of water in the building trenches / pipe line trenches well works, by using pumps & other de ices including disposing off water to safe distance as directed by Engineer in charge (including cost of machinery,labour,fuel) etc.complete. |
| 60 | Subwork No.4- Pure water Submersible Pumping Machinary 12.50 BHP for Pr. WellITEM NO. 1 Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer, pump should have suitable discharge outlet as per manufacture\"s design. Antithrust streamlined run and 2 pairs of erection clamps 80 mm width non return valve.Submersible pump 150 mm dia (with bronze impeller upto 8 stages).Submersible pump 150 mm dia (with bronze/ Stainless steel (CF8M) Impeller upto 8 stages). 12.5 BHP suitable for 59 mtr head & 27365 litres/hr discharge. |
| 61 | ITEM NO. 2 Providing PANNEL BOARD |
| 62 | ITEM NO. 3 Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 63 | ITEM NO. 4 Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete65 mm dia (heavy) on well |
| 64 | ITEM NO. 5 Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984)a) Without bypass arrangement - PN - 1 100 mm dia |
| 65 | 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)100 mm dia |
| 66 | ITEM NO. 7 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)a) Sluice valve - PN - 1(Without bypass) 100 mm dia |
| 67 | 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) |
| 68 | 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. |
| 69 | 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 |
| 70 | ITEM NO. 11 Provision for electrical wiring |
| 71 | Subwork No.5-Pure Water Rising Main from Proposed Supply Well to Existing ESR L=1960m ITEM NO. 1 Material Section 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. Proposed Supply Well to Existing ESR(140 mm PVC 6 Kg/cm2) |
| 72 | ITEM NO. 2 Providing and supplying ISI standard pvc specials & fittings including transportation to stores/ site,loading,unloadingchargesexcludingGSTleviedby GOI & GOM,etc. complete. 10% cost of pipes |
| 73 | ITEM NO. 3 Lowering, Laying and Jointing PVCpipes 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 II PVC 140 mm Dia.6 KG |
| 74 | ITEM NO. 4 Providing 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) ,Inspection RCC PIPES NP III 200 mm dia RCC NP III PIPES |
| 75 | 1% cost of pipes |
| 76 | ITEM NO 5LABOUR SECTION Excavation for foundation / pipe trenches in soft 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_x0002_A-2/259 Lift 0 to 1.5 M Add 10% Naxal |
| 77 | ITEM NO. 6 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_x0002_A-2/259Lift 0 to 1.5 MAdd 10% Naxal |
| 78 | ITEM NO. 7 Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. Lift 0 to 1.5 M |
| 79 | ITEM NO 8 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railwaywagon,loadinginto truck, transportation upto departmentalstroes/ site, unloading, stacking etc. complete.Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1100 mm Dia( sluicevalve ) |
| 80 | ITEM NO 9 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 -150 mm dia |
| 81 | ITEM NO 10 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 PVC 140 mm Dia.6 KG140 mm Dia. |
| 82 | ITEM NO 11 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. 200 mm dia RCC NP III PIPES |
| 83 | ITEM NO 12 Lowering, laying, jointing in positionfollowing scour, 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 )100 mm Dia( sluicevalve ) |
| 84 | ITEM NO 13 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M 150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached)Upto 150mm 50 mm dia |
| 85 | 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 |
| 86 | 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. |
| 87 | Item No.17: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)For Road Reconstruction PCC M150 |
| 88 | Subwork No.6- RCC ESR Capacity 155000 Lits St Ht 15 mtrITEM 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.RCC ESR Capacity 155000 litres 15 m staging Height, 3 m tank heightCost of 150000 LtrTotal cost forLitres @ 12 m staging height 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% isapplicable for estimation of amount of lumpsum item of ESR.add 2 % per Mtr for 15 Mtr stagging heightADD 7.5% SBCAdd 10% NaxalLead for sandLead for MetalTotal cost for 155000 Litres @ 12 m staging height |
| 89 | 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. Inlet125mm dia.CI.D./F pipes |
| 90 | Outlet 150 mm dia.CI.D./F pipes |
| 91 | Overflow 125mm dia.CI.D./F pipes |
| 92 | Washout 125mm dia.CI.D./F pipes |
| 93 | 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 |
| 94 | 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. completeSluice valves PN-1 without bye-pass arrangement150 mm dia. Sluice valve - Outlet/Distribution |
| 95 | 125mm dia. Sluice valve - Inlet/Bypass |
| 96 | 125 mm dia. Sluice valve - Washout |
| 97 | 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 x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 98 | Subwork No.7- Distribution System75 mm to 90 mm PVC 4kg/cm2 L = 7912m ITEM NO.1 MATERIALProviding 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).Working Pressure 4 kg/cm2 75 mm |
| 99 | 90 mm |
| 100 | 110 mm |
| 101 | 140 MM |
| 102 | 160 MM |
| 103 | 10% of cost of pipe |
| 104 | ITEM NO.2 Providing 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) ,Inspection RCC PIPES NP IIIConsidering Nalla / Road Crossing 150mm dia RCC NP III PIPES |
| 105 | 1% of cost of pipes |
| 106 | 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-1.65 mm sluice valve |
| 107 | 80 mm sluice valve |
| 108 | 100 mm sluice valve |
| 109 | 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 |
| 110 | ITEM NO.5Excavation 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_x0002_A-2/259 Lift 0 to 1.5 |
| 111 | ITEM NO.6 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 |
| 112 | ITEM NO.7 Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259) Lift 0 to 1.5 |
| 113 | ITEM NO 8 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)Working Pressure 4 kg/cm2 75 mm |
| 114 | 90 mm |
| 115 | 110 mm |
| 116 | 140 mm |
| 117 | 160 mm |
| 118 | ITEM NO.8 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.Working Pressure 4 kg/cm2 75 mm |
| 119 | 90 mm |
| 120 | 110 mm |
| 121 | 140 mm |
| 122 | 160 mm |
| 123 | ITEM NO.9 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 150mm dia RCC NP III PIPES |
| 124 | ITEM NO.10 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 ) 65 mm sluice valve |
| 125 | 80 mm sluice valve |
| 126 | 100 mm sluice valve |
| 127 | ITEM NO.11 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) |
| 128 | 225 mm x 300 mm (40 kg) |
| 129 | ITEM NO.12 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 As Per Lead Charges & Add 10% Naxal |
| 130 | ITEM NO.13 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.Net volume of refilling Add 10% Naxal |
| 131 | ITEM NO.14 Providing and making solid support for FHTC (Functional Household Tap Connection)with c.c. stand 1:3:6 mix base platform size 1.10m x 0.95 m + width 0.20 m + depth below ground level 0.10 x 0.20 x deep wailing with 110 mm dia. x 0.65 m + deep stand in c.c 1:3:6 as per drawing including centering , curring , finishing etc. Completed painting in oil paint in various colours as per directed by engineer incharge. |
| 132 | Subwork No.8- Testing & Trial run - For Single village scheme without WTP (For Three month )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 (Three Month) |
| 133 | SUB WORK 9 :-HOUSE CONNECTION ITEM NO 1 :- Providing and making UPVC/MDPE pipe cnsumer service connection on distribution main by drilling holes with suitable means including all labour, UPVC/MDPE pipe of required length, including cost of all specials like saddle/clamp saddle of suitable material and diameter fordistribution main, 15 mm/20 mm/25 mm respective dia heavy duty brass/polyprophylene (twin jacated) ferrule, male and female thread adapter,elbow,bends couplers,tee clamps of suitable material, including providing and fixing medium duty 15 mm brass bib tap, g.i cassing pipe of suitable diameter of 32mm/40mm/50mm respectively of required length for road crosssing including required labour for excavation in all types of strata up to depth of 0.75 m etc complete( A ) For connection on HDPE/UPVC pipes ( with road crossing ) |
| 134 | ( B ) For connection on HDPE/UPVC pipes( without road crossing ) |
AI Tender Summary
Tender Timeline
Jan 06, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Dec 31, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jan 02, 2023
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jan 04, 2023
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jan 06, 2023
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jan 09, 2023
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 09, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 10, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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