Retrofitting Of Water Supply Scheme At. Kasbedhawanda Tq. Kalamnuri Dist. Hingoli Under Jal Jeevan Mission (Jjm) R
Tender Value
1 Crore
Estimated cost
Bid Submission
13 Sep 2022
0 days left
EMD
1 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
kalamnuri → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting Of Water Supply Scheme At. Kasbedhawanda Tq. Kalamnuri Dist. Hingoli Under Jal Jeevan Mission (Jjm) R
BOQ
| Sl. No. | Item Description |
| 1 | Supply Well ( 8 M Dia 20 M Depth ) Item no 1 :- Taking trial bore (Core Bore Sampling)by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge.Taking core bore sampalingIn over burden soil a) In overburden ( soft soil, murum) |
| 2 | c) In weathered rock / soft rock |
| 3 | d) In hard rock an other than quartzite MJP CSR 2021-22 P 59 I 5) |
| 4 | Item NO 2 Providing fixing and placing casing pipe as per caing policy decided by GSDA ( GSDA 19-20 P NO11 I No U1 |
| 5 | Item No 3 :- Taking 4 dia Horizontal borews at required depth with boring machne with all LaYELI ies and machinry and fuels etc complete. (as perGSDA) |
| 6 | B) Supply Well Percolation Well Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Weil, Pump House. Supply Well. etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling.0 to 1.50 |
| 7 | Lift of 1.5 to 3.0 M |
| 8 | Lift of 3.0 to 4.5 M |
| 9 | Lift of 4.5 to 6.0 M |
| 10 | Lift of 4.5 to 6.0 M |
| 11 | Lift of 6.0 to 7.5 M |
| 12 | I NO 2 Excavation in general in hard material comprising of soft rock, hard rock. Manjara rock. etc. by blasting / controlled blasting. chiseling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 m and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge. excluding refilling.Lift of 7.50 to 9.0 M |
| 13 | Lift of 9.0 to 10.50 M |
| 14 | Lift of 10.50 to 12.0 M |
| 15 | Lift of 12.0 to 13.5 M |
| 16 | Lift of 13.5 to 15 M |
| 17 | Lift of 15.0 to 16.50 M |
| 18 | Lift of 16.50 to 18.00 M |
| 19 | Lift of 18.00 to 19.50 M |
| 20 | Lift of 19.50 to 20.00 M |
| 21 | I NO3 Providing and laying in situ following grades of Cement Concrete of trap/ granite quartzite / gneiss metal for foundation and bedding including dewatering. form work, compaction, curing, finishing etc. complete.For PCC 1:2:4 (6.27 Bag /Cum)Ring Beam |
| 22 | I NO4 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, bally, steel! propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) For R.C.C. M-250 grade Beams/Braces/Lintel Ring beam |
| 23 | I NO5 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, bally, steel! propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) For R.C.C. M-250 grade Beams/Braces/Lintel Ring beam Vertical wall |
| 24 | Vertical wall |
| 25 | I NO 6 Providing and fixing in position HYSD steel bar steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). |
| 26 | I NO 7 Providing structural steel work in single stanchions composed of RSJ. channel. etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. |
| 27 | I NO 8 Providing and fixing M.S chequerred plate flooring of following thickness supported on M.S angles ( 25x25x5 mm) size including welding, cutting etc complete. MJP SSR Year 21-22 P NO 47 I No 4 |
| 28 | I No 9 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc, complete. |
| 29 | I NO 10 Providing and fixing in position C.l. dapuri steps of 22 mm dia. M.S. bar steps with proper anchorage, etc. and providing and applying 3 coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. |
| 30 | I No 11 Providing and fixing 80 mm dia A.C./ P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts, etc. complete. |
| 31 | I NO 12 Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts.Boulders |
| 32 | I NO13 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.Available stuff |
| 33 | I NO 14 Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-in-charge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed.i) seven days |
| 34 | SWITCH ROOM Item No.1 : 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 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling. etc. complete. (Bd-A-1/259)Lift 0 to 1.5 M |
| 35 | Iteam No.2:-Excavation for foundation/ pipe tren-ches in hard murum and boulders,W.B.M. roadincluding removing the excavated materoials upto a distsnce of 50m byondthe area and lifts asbelow stacking and spreading as directed by Engineer in charge normal dewatering, preparing the bed for foundation and excluding backing etccomplete lift 0 to 1.50m( M.J.P.CSR 2021-2022 P.No 42 It No.3 )Lift of 0 to 1.5 M |
| 36 | Item No.3 :- Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) |
| 37 | Item No.4 :- Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, bally, steel propups compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) In R.C.C. M-2001) For Footing (M-200) |
| 38 | Item No.5 :- Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)For all types of Columns a) In RCC M-200 Columns |
| 39 | for beams and lintel |
| 40 | for chajja M 200 |
| 41 | slab in M 200 |
| 42 | Item No.6 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F-17/306)b) Tor Steel |
| 43 | Item No 7:-Refilling the trenches with availableexcavated stuff with soft materials first over pipe-line and then hard materials in 15 cm layers with all leads and lifts including cosolidation,surcharg- ing etc complete ( M.J.P.CSR 2021-2022P.No 45 It No.15 ) |
| 44 | Item No.8 :- Providing dry trap / granite/ qiartzote/ geniss rubble stone soling in 15 cm to 20 cm thick layers (including hand packing and compacting) etc complete. |
| 45 | Item No.9 :- Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 46 | Item No.10 :- Providing internal & externalelectrification of switch room including cost of all material and labour show MJP SSR 496.1 |
| 47 | Item No.11:- Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering etc. complete. |
| 48 | in super strucutre |
| 49 | Item No. 12 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, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 50 | Item No. 13 Providing and fixing single leaf panelled door shutter excluding frame with glazed openable fanlight shutter 35 mm thick as per detailed drawing consistingpanelled vertical styles 100 mm x 35 mm and lock and bottom rail 200 mm x 35 mm and panels 12 mm thick both side commercial ply faced particleboard including stainless steel fixtures and fastening and T.W. beading at junctions of panel inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete.I No. 39.06 |
| 51 | Item NO. 14 Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete I No. 39.01 |
| 52 | Item No. 15 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete. |
| 53 | Item No.16 :- Providing internal cement plaster 20 mm thick in single coat in cement morter 1:3 without neeru finish to stone masonry sufaces, in all positions including scaffolding and curing complete. |
| 54 | Item No. 17 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.I No. 32.11 |
| 55 | Item No. 18) 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.I No. 35.13 |
| 56 | Item No. 19) Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. I No. 36.11 |
| 57 | Item No. 20 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.I No. 33.01 |
| 58 | PUMPING MACHINERY 7.50 BHP SUBMERSIBLE Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stagesf Submersible pump on Well 3.00 HP |
| 59 | 7.50 Hp for surface Bore |
| 60 | I NO 2 Providing and fixing L.T. skeleton panel board upto 6.00 HP (As per details attached separately) Panel Board |
| 61 | for surface bore |
| 62 | I NO 3 Providing and erecting plain copper conductor, PVC insulated flexible cable as per IS 694-1990 of following grade upto 1100 volts 3 Core 4 sqm . MJP ME DSR 2021-22 I NO 12-5-8 P NO 261) |
| 63 | for surface bore |
| 64 | I No 4 Providing & erecting ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. Complete 65 mm dia Medium 50 mm dia |
| 65 | I NO 5 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 Medium on well |
| 66 | I NO 6 Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pres- sure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.65mm dia. Sluice Valves |
| 67 | I No 7 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) 65 mm dia. NRV |
| 68 | I NO 8 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.) 65 mm Dia Sluice Valve |
| 69 | I No 9 Providing, erecting Pressure gauge of required capacity complete with siphon tube, isolating cock suitable for 12mm dia G.I.pipe. Pressure gauge shall be installed as directed, with tapping on rising main Pressure gauge |
| 70 | Itam No 10 :- Supplying and erecting Galvnized castiron earth Plate 60 x60x0.60 cm burried in Specifically prepared earth pit (top edge of plate 1.5m brelow ground level ) refilling with 30 kg charcoal and salt in alleviate layers necessary length of double GI Earth strip connected to the plate with cadmium plate G.I.Nut bolts 12 mm dia. With bituminous compoundsand connected to the nearest switch gear with and socket as per direction and duly tested by earth tester and connected to the nearest switch gear with and socket as per direction and duly tested by earth tester and recording the results Supplying and erecting19mmdia Vertical G. IPipe 1.5 m long with funnel and mesh at top is incuded in the scope of work (PWD Electrical DSR 2021-22 P NO 183 E A 9-1-4) |
| 71 | I NO 11 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. (CID/F pipes, bends duck foot bend, radial tee) |
| 72 | RISING MAIN Providing and supplying in standard lengths ISI mark rigid (No Suggestions) HDPE pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOl and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (self fit type to be jointed with cement solvent).110 mm HDPE pipe 10kg /cm |
| 73 | I NO 1 B Providing and fixing P.V.C.Specials of required dia.meters and class I.e bend elbow Tee Reducer etc complete Couplers |
| 74 | I NO 2 Providing ISI standard RCC pipesing standard length of following and diameter suitable for either collar joints or rubber ring joints excluding etc complete. MJP SSR 2021-22 P 97 I 1e |
| 75 | I NO 4 Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pres- sure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.80mm dia. Sluice Valves |
| 76 | I No 5 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) 100 mm dia. NRV |
| 77 | I NO 6Providing and supplying Air Valves as per IS- 14845-2000 and MJP\"s standard specifications of approved make and quality of following dia.meters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloading and stacking excluding GST levied by GOI & GOM in all respect etc. complete.40 mm dia. Air Valve (Single Ball) |
| 78 | I No 7 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 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. (Bd-A-1/259) Lift of 0 to 1.5 M |
| 79 | I No 8 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259) Lift of 0 to 1.5 M |
| 80 | I NO 9 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material up to 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 back filling, etc. complete. (Bd-A-4/259) Lift of 0 to 1.5 M |
| 81 | I NO 10 Excavation for foundation / pipe trenches in hard rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material up to 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 back filling, etc. complete. (Bd-A-4/259) Lift of 0 to 1.5 M |
| 82 | Item No.11 :- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 83 | I No 12 Lowering, laying and jointing with H.D.P.E/ M.D.P.Epipes 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, as per IS code, etc. complete (with cement solvent joint / ring fit joint).110 mm dia.PVC pipe 6 Kg/cm2 |
| 84 | Item No.13 :-Lowering laying and fixing in proper alignment and position all types of C.I air valves as directed by Engineer in charges etc complete. MJP CSR 2021-22 P NO 98 I 2 |
| 85 | I No 14 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) 100 mm Dia Sluice Valve |
| 86 | I No 15 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) 100 mm Dia Sluice Valve |
| 87 | I No 16 Lowering, laying and fixing in proper alignment and position all types of C.I air valve as directed by Engineer in charges etc complete. MJP CSR 2021-22 P NO 137 I NO 10 40 mm dia air valve |
| 88 | I 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-l 50 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following dia.meters of pipe lines (type design attached.) a) Foundation on Murum and Harder Strata. i) upto 150 mmAir valve shaft |
| 89 | mechanical joint 100x100x80 mm dia |
| 90 | I No 18 Hydraulic testing of HDPE pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.110 mm dia.HDPE pipe 10 Kg/cm2 |
| 91 | I No19 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. Available stuff |
| 92 | R.C.C. E.S.R. CAPACITY 71000 LITERS STAGING HEIGHTDesigning (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 center to center including excavation in all types of strata, foundation concrete 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 indicators, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral stair case from ground level o roof level, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab 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 |
| 93 | 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 etc. complete as directed by Engneer-in charge 100 mm Dia CI/DF PIPE ,Over Flow (M.J.P. CSR 2021-22 P. No.72I.No.5i,ii) |
| 94 | I NO 3 Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pres- sure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.100mm dia. Sluice Valves |
| 95 | I NO4 Providing and supplying ISI standard Cl double flanged S & S specials including all taxes central and local railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading etc. complete as directed by Engineer-in-charge.Specials CSR as per 2021-22 I NO 6 ai p NO 72 |
| 96 | I NO1 Distribution System Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no.4985/1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sunrays and including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).110 mm dia. PVC pipe 4 Kg/cm2 |
| 97 | 90 mm dia. PVC pipe 4 Kg/cm2 |
| 98 | 75 mm dia. PVC pipe 4 Kg/cm2 |
| 99 | I No2 Providing and fixing P.V.C.Specials of required diameters and class I.e bend elbow Tee Reducer etc complete |
| 100 | I No3 Providing ISI standard RCC Pipesing standard lenght of following class and diameter suitable for eight collar joints or rubber etc complete. MJP CSR 2021-22 P No 97 I e |
| 101 | I No4 Providing ISI mark G.I pipe of following class and dia. excluding GST levied by GOI & GOM in all respect inspection etc complete. MJP CSR 2021-22P 82 I 1 65 mm dia |
| 102 | I NO 5 Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pres- sure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.100mm dia. Sluice Valves |
| 103 | 80 mm dia |
| 104 | 65 mm dia |
| 105 | I No 6 Excavation for foundation / pipe trenches in hard rock and concrete road by chiseling. wedging. line drilling by mechanical means or by all means other than blasting including trimming and leveling the bed, removing the excavated material up to 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 by all means. (Bd-A-6/259)Lift of 0 to 1.5 M |
| 106 | I NO7 Excavation for foundation / pipe trenches in earth, soils of ail types. sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling. etc. complete. |
| 107 | I No8 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 108 | I NO9 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material up to 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. |
| 109 | I No 10 Excavation for foundation / pipe trenches in hard rock and concrete road by chiseling. wedging. line drilling by mechanical means or by all means other than blasting including trimming and leveling the bed, removing the excavated material up to 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 by all means. (Bd-A-6/259)Lift of 0 to 1.5 M |
| 110 | Item No.11 :- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 111 | I No 12 Lowering, laying and jointing with PVC. 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).110 mm dia. PVC pipe 4 Kg/cm2 |
| 112 | 90 mm dia. PVC pipe 4 Kg/cm2 |
| 113 | 75 mm dia. PVC pipe 4 Kg/cm2 |
| 114 | I No 13Lowering laying and jointing in proper grade and alignment RCC pipes with collar joints in CM 1:1 proportion or socketed RCC pipe etc complete. 300 MM RCC Pipes NP II |
| 115 | I No 14Lowering laying and jointing G.I pipes and specials of following class and diameter incluidng conveyance from stores to site of work etc complete. 65 mm dia GI pipe |
| 116 | I No 15 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) 100 mm Dia Sluice Valve |
| 117 | 80 mm dia sluice valve |
| 118 | 65 mm dia sluice valve |
| 119 | I NO 16 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.(40kg) 225mm x 300 mm ( 40kg) |
| 120 | I NO17 Providing and laying in situ following grades of Cement Concrete of trap/ granite quartzite / gneiss metal for foundation and bedding including dewatering. form work, compaction, curing, finishing etc. complete. 1:2:4 (M-150) grade (with 12 to 20 mm metal) |
| 121 | I No 18 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material m 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 122 | I No 19 Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.110 mm dia.PVC pipe 6 Kg/cm2 |
| 123 | 90 mm dia. PVC pipe 4 Kg/cm2 |
| 124 | 75 mm dia. PVC pipe 4 Kg/cm2 |
| 125 | I No 20 Hydraulic testing of G.I pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.65 mm dia.GI |
| 126 | House hold connection Providing and making house hold connection including etc complete detail rate attached with estiamte A)House hold connection with CC Road. |
| 127 | B)House hold connection with outCC Road. crossing |
| 128 | Wire Fencing & Gate Item NO. 1 Providing and erecting chain link fencing 1.6 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete.I No. 44.09 |
| 129 | Item NO. 2 Providing and fixing wicket gate 1.0 M wide for compound with 40 mm dia G.I pipe approved girill work RCC M 150 side pillars 25 cm x 40 cm x 2.5 M height etc complete. MJP CSR 2021-22 I NO 4 P NO 71 |
| 130 | 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 x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge I.No. 6.36 |
| 131 | MISC. WORKS Commissioning, running and maintaining the scheme to quantities, rated capacity, including managing necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the specified period as directed by Engineer-in-charge. For single village with out WTP |
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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