Water Supply Scheme At.Landala Tq. Aundha Nag Dist.Hingoli
Tender Value
32.56 Lakhs
Estimated cost
Bid Submission
15 Aug 2022
0 days left
EMD
33000
Bank guarantee accepted
Document Fee
3360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
aundha → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Water Supply Scheme At.Landala Tq. Aundha Nag Dist.Hingoli
BOQ
| Sl. No. | Item Description |
| 1 | Percolation Well- 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 ExistingWellLift up to 0.00 to 1.50 M |
| 2 | Providing dry/trap granite/ quartzite/ gneiss rubble stone soling 15 cm. to 20cm. Thick including hand packing and compacting complete.MJP CSR2021-22I.No.18 P.No.46 Lift up to 0.00 to 1.50 M |
| 3 | Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering and compaction, etc. Complete. MJP CSR 2021-22I.No.19 P.No.46 Lift up to 0.00 to 1.50 M |
| 4 | 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 For Bed Concrete |
| 5 | Providing and casting in situ c.c. of f trap/ granite/ quartzite/ gneiss/ metal of approved quality for R.C.C work as per detailed drawing and design ofas directed by engineer in charge including normal dewatering centering, form work , compaction . finishing forms surfaces with cement morta 1:3 of sufficent / minium thickness to give a smooth surface and even surface whenever necessary or roughing if special finish is to be provided and curing etc. complete. ( by weight batching and mix design for M- 250 & M-300 only ) ouse to L.&T, A.C.C. Amuja, Birala gold, Manikgad, Rajshree, etc. cement is permitted.excluding M.S. of Tor reinforcement ) for R.C.C. M- 250 grade Slabs/ Landing/ Vertical Walls / Waste slabs.steps for stair case. MJP2021-22I.NO. 5(c) P.No. 50Lift 0 to 5 Mabove/ below GL |
| 6 | Providing and fixing mild steel position steel bar reinforcement of varoous diameters for RCC pipes, caps, footing foundation / slabs/ beams/ coloums/ canapies/ stair cases/ nevels/ chajjas/ lintels/ pardies./ coping/ fine arches etc. as per detaide design/ drawing and schedules includinh outting bending, hooking, the bars. binding with wires or tack weildinh and supportih as requried etc. complete. ( Including cost of binding wire.) tor steelMJP2021-22I.NO. 8(a) P.No. 52Lift 0 to 5 Mabove/ below GL |
| 7 | 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 MJP2021-22 I.NO. 4P.No. 47 ( MJP CSR2021-22I.NO. 5P.No. 47) |
| 8 | 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 ( MJP CSR2021-22I.NO.14P.No. 45) |
| 9 | Taking 4\" Dia. Horzontal bores at requried depth with boring machine with all labourres & machinery & fuels etc. complete. ( As per G.S.D.A.) |
| 10 | Carrying out recuparation/ yield test for ascerting the discharge of constructed well/ excavated profile as directed by engineer - in - charge . The test carried out by drawing down water from the well/profile below normal/subsoil water level upto full depth rise is water level is recorded. The normal water leel/ Subsoil water level in the well/ profile as well as strainer/ suction level at pump aas per design of w.s. scheme shall be recorded prior to the test including cost of all materials, overhead, labours etc.complete as directed.MJP I.No. 16 P.no. 252 .The test shall be carried out as per Tech circular No. 2597 dated 20-11-97 nd shall be carried out for 7 days.(as per MJP2021-22I.NO. 17P.No. 231) ( MJP CSR2021-22I.NO.16P.No. 217) |
| 11 | BORE WELL :- Taking surface bore well of 150 mm Dia and 60 M of depth (As per GSDA certificate) Bore Well 150 mm Dia |
| 12 | Providing casing pipe 140 mm dia. UPVC 6kg/cm² 140 mm Dia Casing Pipe |
| 13 | Yield testing charges |
| 14 | Switch Room :- Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. MJP CSR 2021-22 I.No. 1 P.No. 42 |
| 15 | Providing and layingcast in situ / Ready Mix Cement Concrete M-25 for single rim bored pile of 225 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) bytremie arrangementcompaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement) Spec. No. : As directed by Engineer in charge.SSR2021-22I.No.22.07 , P.No. |
| 16 | Providing dry/trap granite/ quartzite/ gneiss rubble stone soling 15 cm. to 20cm. Thick including hand packing and compacting complete.MJP CSR2021-22I.No.18 P.No.46 |
| 17 | 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 |
| 18 | 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 |
| 19 | 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 |
| 20 | 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.CSR202021-22 I.NO.4 (b) P.NO. 50 |
| 21 | 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 |
| 22 | 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 Chajjas / Parapets / curtain wall / partition Wall / pardies ..MJP CSR2021-22 I.No. 6 (a)P.No. 51 For Chajjas |
| 23 | 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) H.Y.S.D. steel.MJP.CSR2020-21I.NO.8 (a) P.NO.52 |
| 24 | 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 |
| 25 | 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 |
| 26 | Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete. SSR I.No. 39.35 P.NO. |
| 27 | 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 byEngineer in charge. S.S.R.2020-21I.No. 51.95P.No. |
| 28 | 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. |
| 29 | 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.46P.NO.36 |
| 30 | 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. |
| 31 | Providing sand faced plaster externally in cement mortar 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 for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Spec. No. Bd.L.7 Page No. 369,S.S.R. I.No. 32.11P.No. |
| 32 | 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. |
| 33 | 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. |
| 34 | 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. |
| 35 | Providing and errecting & Giving test of 150mm diasubmerssible Pump sets confirming to IS 8034 and confirming to 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and Bronze impeller motar suitable for working an 41510% 3pb 50hz A.C supply Cable Guards Thrust carbon / Fibre bearing to accept entire hydraulicwater proof windening shall be provided to pump sets shall be suitable for direct coupling Pump shall have suitable outlet as per manufacturers design antitirust stream lined npn return valve shall be provided with pump suitable suction stainer shall also be provided score single/ double run copper conductor submersible type flat cable 3m & 2 pairs of erection clamps shall be provided along with the pump rates per pump to stages are shall as below. MJP CSR .202021-22 PM 1-2P.No. 2 5.00HP Up To 8 Stege |
| 36 | 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 railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1.0MJP CSR 2021-22I.No.1 -a P.No.13180 mm |
| 37 | Providing and erecting ISI mark G.I. pipe B class in position for suction delivers for centrifugal pump vaccum pump and drop pipe for submersible pump including plumbing with sockets and necessary material.MJP I.No. 1-b-6 Medium P.No. 82 50 mm b class medium |
| 38 | Providing and supllying ISI Std.CI flanged/ S&S specials icluding all taxes(central& local) Railway fright, insurance unloading from railway vagon loading to the trucks transport to departmental store/ site unloading , stacking etc.coplete,.MJP -6 P.No.72 80 mm |
| 39 | Providing and erecting ISI mark B class GI Coupling/Nipple in position with necessary material.MJP M.D. PW-4 P.No. 1650MM Dia |
| 40 | Providing and erecting heavy duty unionin position with necessary material.MJP M.D. PW-5 P.No. 17 50 mm |
| 41 | Providing making flangs joints to flanges CI pipe / MS pipes/ GI pipe and specials of all class inclusive of all jointing material rubber packing nut bolts etc and labour charges testing etc complete.MJPI.No. 8 P.No. 7380 mm |
| 42 | Supplying and errecting, flat flexible submersible cable with copper conductor, PVC insulated and PVC sheathed. A64 Core PVC insulated, PVC sheated copper conductor flat subemersible cable.MJPMD CB-2 -2P.No. 82 3 core 2.5 sq mm |
| 43 | Providing and fixing L.T.Skelton panal Board(Rate As per Estiamte attached) Panal Board |
| 44 | 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.PWD. Elec. CSR 2021-22I.NO. P.No161 |
| 45 | Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 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 Pressure 6 Kg./Sq.cm MJPCSR 2021-22I. No1B P.NO 76 90 MM PVC 6 Kgf/SqM |
| 46 | Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete MEDIUM class MJP CSR2021-22 INo 1 B PNo 82 80MM GI B Class |
| 47 | Providing and supply at. Site of of work PVC/ G.I. Pipes specials suitable for above said pipes incuding cost of taxes, fright charges, octrai, lloading, unloading , conveying to deparmental store etc. complete. ( MJP CSR2021-22I.NO.P.No. ) 5 % of I.no. 1 + 2 |
| 48 | Providing and supplying Air Valves as per IS-10845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. a) Air Valve Singale Ball Flanged Type - PN -1-6 . MJP CSR2021-22 I.No. 5-b3 P.No. 136 40 mm (single boll) |
| 49 | 50 mm (single boll) |
| 50 | Supplying of CI mechanical joint all socket tees as dimensoinally described in table -18 of IS -13382 / 1992 coplete with ceiling rubber gasket of S.B.R.dimensoinally described in IS 12820/1989 with cast iron follwer gland and M.S. note bolt coated to otherwise protected from rusting and suitable for C.I. pipe.MJP 2021-22 I. No.7 P.No. 148 80 X 80 X 80 mm dia. |
| 51 | 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 railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1.6MJP CSR 2021-22I.No.1 -C P.No.131 80 mm Reflux Valve |
| 52 | 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 |
| 53 | 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 |
| 54 | 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 |
| 55 | 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 |
| 56 | 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 Pressure 6 and 10 Kg./Sq.cm. MJP CSR 2021-22 I.No. 4b-3 P.No. 80 90 MM PVC 6 Kgf/SqM |
| 57 | 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.MEDIUM MJP CSR2021-22I.No. 2 B-8 P.No. 83 80MM GI B Class |
| 58 | Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). Air Valve DoubleBall (PN-1 and PN - 1.6) MJP CSR 2021-22 I.No. 10 b-6 P.No. 137 40 mm |
| 59 | Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) MJP CSR I.No. 4 P.No. 135 80 MMDia Sluice Valve |
| 60 | 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 Non B.C. up to 150 mm |
| 61 | 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. 221 (60 x 45 x 90 CM) |
| 62 | 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 |
| 63 | 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 |
| 64 | Hydraulic testing of PVC pipes line to specified pressure includingcost 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 guage and other necessary equipement, labour, operation charges, etc. required for testing . The rate under this item shall also include cost of resting, if necessary and reinstating to original position.MJP 2021-22I.No.5 P.No. 80 90 MM PVC 6 Kgf/SqM |
| 65 | ESR 20000 Ltr :- 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 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 charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C. I. manhole frame and covers water level 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 cement 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. ----Capacity 24000 Liters 12 M. st. height. OpenFoundation Basic Rate :-(24000 Litre capacity) :-720240 Deduction 5 % for Zone II = 36012 Basic Rate :-720240 -36012 = 684228 |
| 66 | Providing and supplying ISI mark C.I. double flangedpipes excluding GST levied by GOI & GOM in all respect Including all taxes (Central and local) insurance, railway freight, unloading from railway wagon, loading into trucks, transport to departmental stores / site, unloading stacking etc. complete. as directed by Engineer -in-chargeMJPD.S. R. 2021-22I.No.5 P.NO. 72 80 mm |
| 67 | Providing erecting Cast Steel D/F Sluice Valves with jointing to pipe work (including all hardware and packing) water works qualityhaving non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement, excluding C. C. foundation / structural steel support. confirming to IS 13095-1991.Sluice valves PN-1-6 MJP CSR2021-22I.NO.2CP.No. 133. 80 mm |
| 68 | 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) |
| 69 | RISING MAIN :- 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 |
| 70 | 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 |
| 71 | 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 |
| 72 | 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 |
| 73 | Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 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 Pressure 6 Kg./Sq.cm MJPCSR 2021-22 I. No1 aP.NO 7690 mm PVC |
| 74 | Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete MEDIUM class MJP CSR2021-22 INo 1 B PNo 82 80 mm |
| 75 | 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 5 % of I.No. 6 +7 |
| 76 | 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 Pressure 6 and 10 Kg./Sq.cm. MJP CSR 2021-22 I.No. 4b-3 P.No. 80 90 mm PVC |
| 77 | 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.MEDIUM MJP CSR2021-22I.No. 2 B-8 P.No. 83 80 mm |
| 78 | 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 |
| 79 | Providing erecting Cast Steel D/F Sluice Valves with jointing to pipe work (including all hardware and packing) water works qualityhaving non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement, excluding C. C. foundation / structural steel support.Sluice Valves PN-1.6MJP CSR 2021-22I.No. 2 c P.No. 133 80 mm |
| 80 | 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 |
| 81 | Providing and fixing CI Road box including loading unloading and carting to site of work including all necessary excavation in all type of strata and fixing in murum packing etc complete.as directed by Engineer in charge MJP CSR 2021-22 I.no. 5 P.no. 223 225 mm x 300 mm |
| 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 | Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) MJP CSR 2021-22I.No. 4-3 P.No. 135 80mm |
| 84 | Hydraulic testing of PVC pipes line to specified pressure includingcost 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 guage and other necessary equipement, labour, operation charges, etc. required for testing . The rate under this item shall also include cost of resting, if necessary and reinstating to original position.MJP 2021-22I.No.5 P.No. 80 90 MM DIA.PVC 4 kg/Sq.cm |
| 85 | For Wire Fencing :- Providing and erecting chain link fencing 1.6 M. height withG.I. chainlink of size 50 x 50 mm, 8 gauge thickandfixed75mmabovegroundlevelonverticalM.S.Anglesof40x40x6mmsize,includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top andbottom of 25 x 25 x 5 mm size andvertical M.S. flat 35 x 5 mm and25 x 5mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. As directed by Engineer in charge SSR I. No. 46.39 |
| 86 | Providing and fixing Wicket1.0 m wide for compound with 40 mm dia G.I. Pipe Approved grill workRCC M-150 side pillers of 25 cm X 40 cm X 2.50 M height its foundation finishing painting etc completeAs directed by Engineer in charge.MJpCSR 2021-22I.No. 4P.No 58 |
| 87 | 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)thickmildsteelsheetpaintedwithonecoatofZincchromatestovingprimerandtwocoatsof enamelpaintonfrontside andgreystove enamelonbackside andborder/messages/symbolsetc.with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross bracedM.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.andfixingtheboardsin1:4:8concreteblockofsize60cmx60cmx75cmincluding,excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge As directed by Engineer in charge.PWD SSR 2021-22I.No. 6.36 |
| 88 | For Trial & Run :- Commissioning running and maintaining the scheme to quannties , ratedcapacity, including mainting necessary personnel such as operator valveman etc. as per requriments of the scheme and who shold also administer chemical dose for a period of 1 year together with training of personnel spread by MJP/Local body handing over the scheme to local body after completion of above as directed by engineer in charge.MJP CSR 2021-22I.No. 1P.No. 232 For Single Villege Without W.T.P. |
AI Tender Summary
Tender Timeline
Aug 10, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 15, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 10, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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