Newly Water Supply Scheme At Bhogaon, Tq.Basmath, Dist Ingoli Under Jal Jeevan Mission ( Jjm )
Tender Value
59.13 Lakhs
Estimated cost
Bid Submission
04 Jul 2022
0 days left
EMD
59200
Bank guarantee accepted
Document Fee
5600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bhogaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Newly Water Supply Scheme At Bhogaon, Tq.Basmath, Dist Ingoli Under Jal Jeevan Mission ( Jjm )
BOQ
| Sl. No. | Item Description |
| 1 | Taking Trial Bore (core bore sampling) a) In Overburden (Soft soil, Murum) |
| 2 | b) In Weather Rock& boulders |
| 3 | c) In Weather Rock / Soft Rock |
| 4 | d) In HardRock |
| 5 | e) Casing pipe 160 mm dia. PVC 6 Kg./Cm |
| 6 | Excavation in general in soft material Lift up to 0.00 to 1.50 M |
| 7 | Lift up to 1.50to 3.00 M |
| 8 | Lift up to 3.00 to 4.50 M |
| 9 | Lift up to 4.50 to 6.00 M |
| 10 | Lift up to 6.00 to 7.50 M |
| 11 | Excavation in general in hard material Lift up to 6.00 to 7.50 M |
| 12 | Lift up to 7.50 to 9.00 M |
| 13 | Lift up to 9.00 to 10.50 M |
| 14 | Lift up to 10.50to 12.00 M |
| 15 | Lift up to 12.00 to 13.50 M |
| 16 | Lift up to 13.50 to 15.00 M |
| 17 | Lift up to 15.00 to 16.50 M |
| 18 | Lift up to 16.50 to 18.00 M |
| 19 | Providing and laying in situ 1:2:4 ( M-150 ) Grade of c.c. For Bed Concrete |
| 20 | Providing and casting in situ c.c. oftrap/ granite/ quartzite/ gneiss/ metal of approved quality for R.C.C workLift 5.00 To 10 M Add 10 % |
| 21 | Providing and casting in situ c.c. of f trap/ granite/ quartzite/ gneiss/ metal of approved quality For Vertical WallM-250 00 To 5.00 M |
| 22 | Lift 5.00 To 10 M Add 10 % |
| 23 | Providing and fixing mild steel position steel bar reinforcement of varoous diameters 00 To 5.00 M |
| 24 | LIFT 5.0 TO 10.0 M Below/Above G.L. |
| 25 | Providing structural stellwork in rolled stection fixed with connecting plats or angles. |
| 26 | Providing and fixing M.S.chaquerred plate flooring of following thickness supported on M.S.Angle (25x25x5mm size) 8 mmThick |
| 27 | Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kg./sqm. as per drawing including fixtures, necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complete. Spec. No. : Bd.U-.1/537 MJP CSR 2021-22 I.No.-1, P.No.47 |
| 28 | 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. completedas per MJP2021-22I.NO. 14 P.No. 45 |
| 29 | Providing and fixing in position C.I. Dapuri steps or 22 mm dai. M.s. bar steps with proper anchorage, etc. and providing and applying 3 coats of ant- corresive paint etc. complete. as directed by engineer in charge. as per MJP2021-22I.NO. 11 P.No. 230 |
| 30 | Providing and fixing 80mm dia AC/PVC pipe weep holes at 1.50m c/c staggered including cost of materials etc. complete with all leads and liftsAs Per MJP2021-22I.NO. 5 P.No. 229 |
| 31 | Providing and filling around the well boulder sfilling of selected variety and size of boulders including cost of materials labours transportion etc complete with all leads & lifts As per MJP2021-22I.NO. 4 P.No.229 |
| 32 | Refilling the trenches with available excavated staff with soft materials first over pipeline and then hard materials in 15 cm layer with all leads and lifts including consolidation and surcharging etc. complete(as per MJP2021-22I.NO. 15P.No. 45 |
| 33 | Taking 4\" Dia. Horzontal bores at requried depth with boring machine with all labourres & machinery & fuels etc. complete. ( As per G.S.D.A.) |
| 34 | Carrying out recuparation/ yield test for ascerting the discharge of constructed well/ excavated profile as directed by engineer - in - charge . |
| 35 | 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. MJP CSR 2021-22 I.No. 1 P.No. 42 |
| 36 | Providing and laying in situ 1:2:4 ( M-150 ) Grade of c.c. oftrap/ granite/ quartzite/ gneiss/ metal for foundation and bedding including dewatering, formwork, compaction, and curing, finishing Etc. complete. With initial lead of 1.50 M below / above G.L.as per MJP2021-22I.NO. 1(b) P.No. 49 |
| 37 | Providing and laying 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-200 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-250 MJP.CSR 2021-22I.NO.2(b ) P.NO.49 |
| 38 | 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 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.CSR2021-22I.NO.3(b) P.NO.49 |
| 39 | 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.CSR202021-22I.NO.4 (b) P.NO. 50 |
| 40 | 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.CSR2021-22I.NO.5(b) P.NO.50 |
| 41 | Providing and fixing in position steel bar reinforcement TOR Steel |
| 42 | Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete.Spec.No. :Bd.G.3 Page No.314.SSR. 2020-21I.No.27.01 |
| 43 | Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc.CompleteSpec.No. :Bd.G.5 Page No.315. SSR.2020-21I.No.27.05 Page.No.162 |
| 44 | Providing and fixing steel frame of angle 50 x 50 x 6 mm size for window with 16 mm with mild steel bars horizontally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete .As directed by Engineer in charge . SSR 2020-21I.No. 39.33 P.NO.239 |
| 45 | Providing & fixing factory-made steel door of Single leaf Internal Plain Steel finish type with a.) frame of size 100x58 mm conforming to IS : 4351-2003 , 1.2 mm thick pre galvanized sheet with mitred and welded cones , frame stretches, hinge reinforcing plates , fixing plates and hardware mounting plates and Polyurethane foam infill b.) Shutter of thickness 46mm made of 0.8 mm thick slip coated pre galvanized steel sheet on both sides conforming to ASTM A527/ASTM A525, BS 2989 1994, IS 277 , Zinc coating 120 GSM . Lock formed panels with internal stiffeners of 3mm thick made of galvanized sheet, 3 mm thick hinge reinforcing hardware mounting plates and lock protection with Honey-comb craft paper infill of thickness 150 GSM of load bearing capacity 500 Kilogram/Square Metre. c.) Finish: Powder coated surface finished with thermosetting polyurethane paint of Aliphatic grade of thickness 60-micron d.) Accessories: Min 8 Anchor fastener of HILTI make, min 3 SS Ball Bearing Butt Hinges of Dorset make, Dorset cylindrical lock, SS Tower bolt of 200 mm size, Door stopper complete.. As directed by Engineer in charge.S.S.R.2020-21I.No. 51.95P.No. |
| 46 | Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, oil painting two coats complete.Spec. No. BD-T-53Page No. 509S.S.R. I.No. 39.19P.No. |
| 47 | Filling in plinth and floors with contractors soil sand or murum in 15 cm to 20cm. layers including watering and compaction complete.Spec.No. MJP.CSR2021-22 I.NO.17 P.NO.46 |
| 48 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. Spec. No. Bd. L.2 Page No. 368S.S.R. I.No. 32.04P.No. |
| 49 | Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen dayscuring complete. Spec. No. Bd.L.8 Page Number 370 ,S.S.R. I.No. 32.12P.No. |
| 50 | Providing and laying Rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaningetc. complete. Spec. No. No. Bd.M.1 Page No. 379S.S.R. I.No. 33.01P.No. |
| 51 | Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc.complete.Spec. No. Bd.0.8 Page No. 406,S.S.R. I.No. I.No.35.13P. No. |
| 52 | Providing and applying two coats of lead/zinc base oil paint/bituminous paint of approved colour and shade to new wood work and fiber boards including preparing the surface, knotting, scaffolding if necessary, excluding primer coat etc. complete. Spec. No.Bd.O. 1 Page No. 403,S.S.R. I.No. I.No.35.01P. No. |
| 53 | Providing and errecting & Giving test of 150mm diasubmerssible Pump sets5.00HP Up To 8 Stege |
| 54 | Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) 80 mm |
| 55 | Providing and erecting ISI mark G.I. pipe B class in position for suction delivers50 mm b class medium |
| 56 | Providing and supllying ISI Std.CI flanged/ S&S specials 80 mm |
| 57 | Providing and erecting ISI mark B class GI Coupling/Nipple in position with necessary material.MJP M.D. PW-4 P.No. 16 50 mm dia. |
| 58 | Providing and erecting heavy duty unionin position with necessary material.MJP M.D. PW-5 P.No. 1750 mm dia. |
| 59 | Providing making flangs joints to flanges CI pipe / MS pipes/ GI pipe and specials of80 mm dia. |
| 60 | Supplying and errecting, flat flexible submersible cable3 core6.00 sq mm |
| 61 | Providing and fixing L.T.Skelton panal Board(Rate As per Estiamte attached) Panal Board |
| 62 | Supplying and erecting galvenised cast iron earth plate 60x60x0.6 CM buried in soecifically prepared earth plate 1.5m below ground level 10Kg charcoal and salt in alternate layers necessary length of double GI nut bolts 12mm dia with bituminious compound and through 12mm GI pipe 3m long remaining portion of GI wire from surface of earth plate with gear in PVC pipe up to accessible height duly sealed at both ends by bituminious compound complete connected to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results. |
| 63 | Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable 110 MM PVC 6 Kgf/SqM |
| 64 | Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, 80MM DIA. |
| 65 | Providing and supply at. Site of of work PVC/ G.I. Pipes specials suitable2 % of I.no. 63 +64 |
| 66 | Providing erecting Cast Steel D/F Sluice Valves with jointing to pipe work (including all hardware and packing) 80 MM |
| 67 | Providing and supplying Air Valves as per IS-10845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, 32 MM |
| 68 | Supplying of CI mechanical joint all socket tees 80X80X80 mm dia. |
| 69 | Providing and supplying ISI mark CI D/F reflux valves 80 mm DIA REFLUX VALVE |
| 70 | 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 2021-22 I.No. 1P.No. 42 |
| 71 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 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 CSR 2021-22I.No. 3 P.No.42 |
| 72 | 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 M MJP CSR2021-22 I.No. 5P.No. 42 |
| 73 | Excavation for foundation / pipe trenches by blasting in hard rock and old cement and lime masonry foundition asphalt road 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 M MJP CSR2021-22I.No. 6 P.No.43 |
| 74 | Providing and filling in Murum bedingin pipeline or for foundation with sand of approved quality including watering compaction etc.complete MJP CSR2021-22 I.No. 19P.No. 45 |
| 75 | Lowering, laying and jointing with P.V.C. pipes90 MM PVC 6 Kgf/SqM |
| 76 | Lowering, laying and jointing G. I. pipes 80 MM GI B Class |
| 77 | Lowering, laying and fixing in proper alignment 32 mm |
| 78 | Lowering, laying and jointing in position100 mm DIA REFLUX VAVLE |
| 79 | 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.MJP CSR 2021-22I.NO. 17P.No.140 |
| 80 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, (60 x 45 x 90 CM) |
| 81 | 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.MJPCSR 2021-22 I.No. 15 P.No. 45 |
| 82 | Providing and laying in situ 1:2:4 ( M-150 ) Grade of c.c. oftrap/ granite/ quartzite/ gneiss/ metal for foundation and bedding including dewatering, formwork, compaction, and curing, finishing Etc. complete. With initial lead of 1.50 M below / above G.L.as per MJP2021-22I.NO. 1(b) P.No. 49 |
| 83 | Hydraulic testing of PVC pipes line to specified pressure 110 MM PVC 6 Kgf/SqM |
| 84 | 100 mm Dia G.I. Pipe |
| 85 | Designing (aesthetically), and constructing RCC elevated service reservoirs For0.21lack liters |
| 86 | Providing and supplying ISI mark C.I. double flangedpipes 80 mm |
| 87 | Providing erecting Cast Steel D/F Sluice Valves 80 mm |
| 88 | Providing and supplying ISI standard C.I. 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 CSR2021-22I.NO.6P.No 72) |
| 89 | 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 CSR2021-22 I.No. 1P.No. 42 |
| 90 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 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 CSR2021-22I.No. 3 P.No. 42 |
| 91 | 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 M MJP CSR2021-22 I.No. 5P.No. 42 |
| 92 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling weding lines drilling by machanical means or by any other means other than blasting including trimming and levelling the bed removing the excavated material upto a distance of 50 meters beyond the area and lifts as below stacking as directed by engineer in charge normal dewatering excluding backfilling etc. complete (Bd-A-1/259)MJP I.No. 7 P.No. 36 2007-08. Lift 0 to 1.5 M MJP CSR2021-22I.No. 6 P.No. 43 |
| 93 | Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes75 mm PVC |
| 94 | 90 mm PVC |
| 95 | Providing ISI mark G.I. pipe 65 mm |
| 96 | Providing 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. (1-1) P.75 |
| 97 | Lowering, laying and jointing with P.V.C. pipes75 MM PVC |
| 98 | 90 mm PVC |
| 99 | Lowering, laying and jointing G. I. pipes 65 MM |
| 100 | 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.MJPCSR 2021-22 I.No. 15 P.No. 45 |
| 101 | Providing erecting Cast Steel D/F Sluice Valves with jointing65 MM |
| 102 | 80 MM |
| 103 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab,etc.complete as directed by Engineer-in-charge. (Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M) MJP CSR 2021-22I. NO.1 a P.NO. 220 |
| 104 | Providing and fixing CI Road box including loading unloading and carting225 MM X 300 MM |
| 105 | Providing and laying in situ 1:2:4 ( M-150 ) Grade of c.c. oftrap/ granite/ quartzite/ gneiss/ metal for foundation and bedding including dewatering, formwork, compaction, and curing, finishing Etc. complete. With initial lead of 1.50 M below / above G.L.as per MJP2021-22I.NO. 1(b) P.No. 49 |
| 106 | Lowering, laying and jointing in position following C.I. D/F Reflux valves, 65 MM |
| 107 | 80 MM |
| 108 | Hydraulic testing of PVC pipes line to specified pressure75 MM DIA. PVC 4 KG/SQ.CM |
| 109 | 90 MM DIA.PVC 4 kg/Sq.cm |
| 110 | 65 MM DIA. G.I. |
| 111 | Commissioning running and maintaining the scheme to quannties , For Single Villege Without W.T.P |
| 112 | For electric Connection &Pole |
AI Tender Summary
Tender Timeline
Jun 27, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 04, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 06, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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