Newly Water Supply Scheme At Kadoli Tq. Sengaon Dist. Hingoli Under Jal Jeevan Mission (Jjm) N
Tender Value
1.05 Crore
Estimated cost
Bid Submission
13 Sep 2022
0 days left
EMD
1.05 Lakhs
Bank guarantee accepted
Document Fee
5600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sengaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Newly Water Supply Scheme At Kadoli Tq. Sengaon Dist. Hingoli Under Jal Jeevan Mission (Jjm) N
BOQ
| Sl. No. | Item Description |
| 1 | Deepning Percolation Well ) Item No1 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting murum with bounders in wet or dry condition for head work i.e. intake well connecting pipe, jack, Pump House Supply well etc. complete. (for head works on River & Dam Submergnece)MJP CSR AS PER 2021-22I. No.11bP. No.44Lift 12.00 to 13.50 m |
| 2 | Lift 13.50 to 15.00 m |
| 3 | Lift 15.00 to 16.50 m |
| 4 | Lift 16.50 to 18.00 m |
| 5 | Lift 18.00 to 19.50 m |
| 6 | Lift 19.50 to 21.00 m |
| 7 | 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-200 for water retaining structure Lift 0 to 5 M a)for vertical well |
| 8 | Item No7 Providing structural stellwork in rolled stection fixed with connecting plats or angles. or cleats. as main or cross bems, hip and jack rafters./ pulins, connecting to truss members and like as per detailed design and drawoins of as directed by engineer in charge includinh cutting fracutting, histing, errectinh. fixinh in position making riveted / bolted/ welded/ connections and one coat og amti corresive paints. and over it two coat of oil painting etc. complete.as per MJP CSR AS PER 2021-22I. No.5P. No. 39 RSJ 200X100MM @25.4 KG/M |
| 9 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x10 mm M.S. flats as stringers and 16mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 10 | Dewatering the excavated trenches and pools of water in the building trenches pipeline trenches well work by using pump and other devices including disposing of water in safe distance as directed by engineer inchargeincluding cost of machinary labour, fuil etc. completed as per MJP CSR AS PER 2021-22I. No.14P. No.45 |
| 11 | Recuperation test carrying outrecuparation/ yeild test for ascerting the discharge of constructed well/ excavated profile as directed by Engineer in charge. The test carried out by drawing down waterfrom 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 as per design of W.S. scheme shall be recorded prior. to etc. completed as directed. The test shall be carried out as technical circular No. 2597 dt. 20/11/97 and shall be carried out for 7 days.( Mjp dsr I. No.16a, P.No. 231) LPS Less than 2500 |
| 12 | Item No14 Taking Horizontalbores at required depth with Boring machine with all Labouries & Machinary & fuels etc. comp. ( as per G. S. D. A. ) |
| 13 | Switch Room Item No.1Excavation 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 M MJP CSR AS PER 2021-22I. No.1P. No.42 |
| 14 | 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 |
| 15 | Item No.2 Providing dry trap/ granite/ quartizite/ gneiss rubble stone soiling in 15 to 20 cmlayers incl. Hand packing and compacting ) etc, compMJP CSR AS PER 2021-22I. No.18 P. No.45 |
| 16 | Item No.3 Providing and laying in situ ( 1:2:4) ( M-150) grade of C.C. of trap/ granite/ quartizite/ gneiss metal for foundation and bedding including dewatering form work compaction curing finishing etc. complete with initial lift of 1.50 m below/ above ground level.PWD DSR AS PER 2021-22 BDE-3 I. No.1bP. No.49 |
| 17 | Item No.4 Providing and casting in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work in foundation like raft grillage , srtip foundation and footing of RCC coloumns and strip foundation and footing of RCC coloumns and steel stanchions including normal dewatering, formwork , compaction, finishing and curing etc. complete ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200MJP CSR AS PER 2021-22 I. No.2b P. No.49 |
| 18 | Item No.5 Providing and casting in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness if special finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of columns.MJP CSR AS PER 2021-22 I. No.3a P. No.49 RCC COlumns(M-200) |
| 19 | Item No.6 Providing and laying in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- all types of Beams/ Braces/ lintels.MJP CSR AS PER 2021-22I. No.4a P. No.50 RCC beams and lintel(M-200) |
| 20 | Item No.7 Providing and casting in situ Cement concrete of trap/ Granite/ gneiss metal for RCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) In RCC M-200 all types of Chajjs / parapets/ cirtain walls/ partionwalls/ pardiesMJP CSR AS PER 2021-22I. No.6a P. No.51 |
| 21 | Item No.8 Providing and castingin situ C.C. of trap/ Granite/ gneiss metal of approved quality forRCC work as per detailed drawings and desingns or as directed by Engineer in chargeincluding normal dewatering, formwork , compaction, finishing the fromed surface with CM 1:3 of sufficent minimum thickness to give a smooth and even surface wherever necessary or roughening ifspecial finish to be provided and curing etc. complete. ( By weight batching and mix design for M-250 and M-300 only use of L&T. A.C.C. Ambuja, Birla gold, Manikgad, Rajeashree etc. cement is permitted. Excluuding M.S. or tor Reinforcement) in RCC M-200- grade slab/ landing/ vertical walls/ waste slab/ steps for staircase..MJP CSR AS PER 2021-22I. No.5a P. No.50 |
| 22 | Item No.9 Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps footing, foundation, slab, beams colums canopies, staircase wewels, chajjas, lintel, pardies, coping fins, arches etc. as per detailed designs, drawing and schedules including cutting bending with wires or tack welding and supporting as requried etc.complete( Including cost of binding wires) tOR steel.MJP CSR AS PER 2021-22I. No.8b P. No.52 |
| 23 | Item No.10 Providing IInd class burnt brick masonary with conventional bricks in C.M. of following proportion in Plinthincl. Striking out and racking out joints, watering and scaffolding etc. complette In C.M. 1: 6 PWDDSR AS PER 2021-22 I.No.27.03/ Page No.189 |
| 24 | 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. |
| 25 | 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. |
| 26 | 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. |
| 27 | 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. |
| 28 | 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) |
| 29 | 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 |
| 30 | 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. |
| 31 | 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. |
| 32 | Pumping Machinery for 5BHpItem No. 1Providing, 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).5.0BHP Provide duplicate set of Submersible Pump capable of discharging 8293 litres/hour against a total head 64 M be driven by5 B.H.P. electrical motor directly coupled to it.One pump will be in operation and One pump will be standby. |
| 33 | Item No.3 Providing and errecting Commissisioning and testing swell LT Panel Board comprising |
| 34 | Supplying and errectingflat flexible 3 core 6.0 Sq. M PVC sheathed submersibble trpe copper cable ( MJP. ME DSR2021-22 I. No. CB1-3 P. No.75 ) |
| 35 | Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete 150mm dia Heavy |
| 36 | Providing and supplying ISI standard CIdouble flanged pipes excluding GST levied byGOI & GOM in all respect including railwayfreight, insurance, unloading from railway wagon, loading into truck transport to stores, unloadingetc. complete as directed by Engineer-in-charge. 150MM |
| 37 | 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 150mm dia |
| 38 | 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) 150mm dia |
| 39 | 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) Reflux valve - PN - 1(Without bypass) 150mm Dia. |
| 40 | 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 (150 mm dia) |
| 41 | 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.For panel Board-1no. |
| 42 | 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 |
| 43 | Pumping Machinery for 10BHpItem No. 1Providing, 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).10BHP Provide duplicate set of Submersible Pump capable of discharging 8293 litres/hour against a total head 64 M be driven by5 B.H.P. electrical motor directly coupled to it.One pump will be in operation and One pump will be standby. |
| 44 | Item No.3 Providing and errecting Commissisioning and testing swell LT Panel Board comprising |
| 45 | Supplying and errectingflat flexible 3 core 6.0 Sq. M PVC sheathed submersibble trpe copper cable ( MJP. ME DSR2021-22 I. No. CB1-3 P. No.75 ) |
| 46 | Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete 150mm dia Medium |
| 47 | Providing and supplying ISI standard CIdouble flanged pipes excluding GST levied byGOI & GOM in all respect including railwayfreight, insurance, unloading from railway wagon, loading into truck transport to stores, unloadingetc. complete as directed by Engineer-in-charge. 150MM |
| 48 | 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 150mm dia |
| 49 | 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) 150mm dia |
| 50 | 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) Reflux valve - PN - 1(Without bypass) 150mm Dia. |
| 51 | 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 (150 mm dia) |
| 52 | 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.For panel Board-1no. |
| 53 | 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 |
| 54 | 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 Existing Percolation Well to Junction - 1 (140 mm PVC 6 Kg/cm2) |
| 55 | Providing and supplying ISI standard pvc specials & fittings including transportation to stores/ site,loading,unloadingchargesexcludingGSTleviedby GOI & GOM,etc. complete. 5% cost of pipe |
| 56 | 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 below. 150mm dia GI Pipe B Class for Nalla |
| 57 | 150mm dia GI Pipe B Class for Nalla |
| 58 | 5% for specials of pipe cost |
| 59 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.200 mm RCC Class \"NP-III\" Pipe |
| 60 | Providing and supplying Islmark 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 -1 150mm dia |
| 61 | 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 150mm dia Sluice Valve |
| 62 | Providingandsupplying Air Valvesas per IS-10845and MJP’s standard specificationsdoubleorificetypecombinedwithscrewdownisolatingvalve,small orificeelasticballrestingonagunmetalorificenipple,largeorificevulcaniteball seatingon mouldedseatring,inletfaceanddrilled,includingall taxes(Centraland local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete.a) Air Valve Single Ball Flanged Type - PN -1 32mm dia |
| 63 | 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. |
| 64 | ITEM NO.8 Excavation for foundation / pipe trenches in hardmurum, 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 MMJP CSR AS PER 2021-22I. No.2 P. No.42 |
| 65 | Item 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-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MMJP CSR AS PER 2021-22I. No.5 P. No.42 |
| 66 | Item No.10Excavation for foundation / pipe trenches by blasting in hard rock and concrete road by chessiling including removing the excavated material upto a distance of 50 M beyond the 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 1.5 MMJP CSR AS PER 2021-22I. No.7 P. No.40 |
| 67 | Item No.11 Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.MJP CSR AS PER 2021-22I. No.17 P. No.45 |
| 68 | Item No. 12 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint).140mm PN6 |
| 69 | Item No.13Hydrullic testing of PVC pipeline to specified pressure incl. cost of all materials and lbour and water for testing for specified length including cutting, placing and end cap making arrangement for filling safe water using reciprocating type pumpss which should be able to provide specified test pressure gauges and other neceassary equipments, laboures operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, it necessary and reinstating to original position using wateretc. complete.80mm dia G.I PIPE B Class for nalla |
| 70 | ITEM NO. 14 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.MEDIUMas per MJP CSR AS PER 2021-22I. No.2bP. No.83 150MM GI B Class forNalla |
| 71 | 150MM GI B Class for Road |
| 72 | ITEM NO.15 \"Hydrullic testing of GI pipeline to specified pressure incl. cost of all materials and lbour and water for testing for specified length including cutting, placing and end cap making arrangement for filling safe water using reciprocating type pumpss which should be able to provide specified test pressure gauges and other neceassary equipments, laboures operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, it necessary and reinstating to original position using wateretc. complete. MJP CSR AS PER 2021-22I. No.3P. No.84150MM GI B Class forNalla |
| 73 | 150MM GI B Class for Road |
| 74 | Lowering, laying and jointing RCC pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 200mm RCC Class NP-||| Pipe |
| 75 | 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 )150 mm dia |
| 76 | 150mm dia Sluice valve |
| 77 | ITEM 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.) Foundation on Murun and Harder Strata.as per MJP CSR AS PER 2021-22I. No.17biP. No.140 32mm |
| 78 | ITEM NO.18 Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard material in 15 cm layers with all leads and lifts incl. Consolidationm surching , etc. comp as per MJP CSR AS PER 2021-22I. No.15P. No.45 |
| 79 | ProvidingandconstructingB.B.masonryvalvechamberwith15cmthick1:2:4 proportionPCCbedding,excludingexcavation,B.B. masonryin C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab and cover. |
| 80 | ITEM NO. 19 Providing and laying in situ ( 1:3:6) ( M-100) grade of C.C. of trap/ granite/ quartizite/ gneiss metal for foundation and bedding including dewatering form work compaction curing finishing etc. complete with initial lift of 1.50 m below/ above ground level.as per MJP CSR AS PER 2021-22I. No.1bP. No.40 |
| 81 | RCC ESR 1,16,000 litresITEM 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). |
| 82 | ITEM NO. 2 Providing and supplying ISI standard CI double flanged pipes including all taxes (Central and local), railway freight,insurance,unloading from railway wagon,loading into truck,transport to stores / site, unloading, stacking, etc.complete as directed byEngineer-in-charge.as per MJP CSR AS PER 2021-22I. No.5 P. No.72INLET 150 mm dia |
| 83 | OUTLET 150 mm dia |
| 84 | Overflow 150 mm dia |
| 85 | Washout 150 mm dia |
| 86 | Item No. 4 \"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 depermental store site, unloading stacking etc. complete.MJP CSR AS PER 2021-22I. No.6aP. No.7280 mm to 300 mm dia |
| 87 | Sluice Valves PN-1 without bye pass arrangement 150 mm dia Sluice valve-Outlet/Distribution |
| 88 | 150 mm dia Sluice valve-Inlet/Bypass |
| 89 | 150 mm dia Sluice valve-Washout |
| 90 | Distribution System Item No. 1Providing 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 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). Working Pressure90 mm 4 Kg./Sq.cmMJP CSR AS PER 2021-22I. No.1 P. No.76 \"75 MM DIA.PVC4 kg/ Cm\"75 MM DIA.PVC4 kg/ Cm |
| 91 | 90MM DIA.PVC4 kg/ Cm |
| 92 | 110 MM DIA.PVC4 kg/ Cm |
| 93 | 140 MM DIA.PVC4 kg/ Cm |
| 94 | ITEM NO. 2Providing and supplying at work site of work PVC/ GI specials suitable for above said pipes including cost of taxes, fright charges, cotroi, loading, unloading conveying to department store.asMJP CSR AS PER 2021-22 5% of cost of pipes |
| 95 | 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 below. 65 mm Dia GI Pipe B class |
| 96 | 80mm dia. G.I PIPE B Class |
| 97 | 100mm dia. G.I PIPE B Class |
| 98 | 5% cost of pipe |
| 99 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below.300 Dia RCC NP ||| Pipes |
| 100 | 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-1.80 mm sluice valve |
| 101 | 100mm sluice valve |
| 102 | 150mm sluice valve |
| 103 | Item No.5 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 M MJP CSR AS PER 2021-22I. No.1P. No.42 |
| 104 | ITEM NO.6 Excavation for foundation / pipe trenches in hardmurum, 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 MMJP CSR AS PER 2021-22I. No.2 P. No.42 |
| 105 | Item No.7 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-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MMJP CSR AS PER 2021-22I. No.5 P. No.42 |
| 106 | Item No.8Excavation for foundation / pipe trenches in hard rock and concrete roadby chissling, wedging, line drilling, by mechncally means or by any other means other than blasting incl. trimming and leveling the bedremoving the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and ex6MJP CSR AS PER 2021-22I. No.7 P. No.43 |
| 107 | item no.9\"Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20cm layers including watering and compaction, etc. complete..MJP CSR AS PER 2021-22I. No.15P. No.45\" |
| 108 | ITEM NO.10 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, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). Working Pressure90 mm 4 Kg./Sq.cm.MJP CSR AS PER 2021-22I. No.4P. No 80 \"75 MM DIA.PVC4 kg/ Cm\" |
| 109 | 90mm dia |
| 110 | 110mm dia |
| 111 | 140 mm dia |
| 112 | Item No.11 Hydrullic testing of PVC pipeline to specified pressure incl. cost of all materials and lbour and water for testing for specified length including cutting, placing and end cap making arrangement for filling safe water using reciprocating type pumpss which should be able to provide specified test pressure gauges and other neceassary equipments, laboures operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, it necessary and reinstating to original position using wateretc. complete. MJP CSR AS PER 2021-22I. No.5aP. No.81 \"75 MM DIA.PVC4 kg/ Cm |
| 113 | 90mm dia |
| 114 | 110mm dia |
| 115 | 140 mm dia |
| 116 | Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.65 mm dia. GI PIPE C class |
| 117 | 80 mm dia. GI PIPE C class |
| 118 | 100 mm dia. GI PIPE C class |
| 119 | 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 necessaryand reinstating to original postion.65mm dia GI pipe B class |
| 120 | 80mm dia GI pipe B class |
| 121 | 100mm dia GI pipe B class |
| 122 | ITEM NO.14Lowering, 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.)as perMJP CSR AS PER 2021-22I. No.4P. No.130 300 MM RCC Class \"NP-III\" PIPE |
| 123 | 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 ) 80mm Sluice Valve |
| 124 | 100mm Sluice Valve |
| 125 | 150mm Sluice Valve |
| 126 | Item No. 12 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 CSR AS PER 2021-22I. No.15 P. No.45 |
| 127 | providing and laying in situ ccM-15 trap/granite/etc metal for foundation and compaction etc complete.forroad construction PCC M-150 |
| 128 | Item No. 15 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 inmurumpacking, etc. complete.MJP CSR AS PER 2021-22I. No.5bP. No..210100mm x225mm |
| 129 | 225mmX300mm(40kg) |
| 130 | 225mmX300mm(40kg) |
| 131 | Chlorination Arrangement |
| 132 | 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) |
| 133 | Fencing and M.S. gate For WellITEM 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 |
| 134 | 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 |
| 135 | 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 PWD SSR 2021-22, SR.NO-288 |
| 136 | FHTC Item No1 Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution main (With Road Crossing)For 15 mm Service connection |
| 137 | Without Road Crossing)For 15 mm Service connection |
AI Tender Summary
Tender Timeline
Aug 30, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 13, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 15, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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