Construction Of Water Supply Scheme At Mahadwadi G.P- Tah Chimur
Tender Value
74.47 Lakhs
Estimated cost
Bid Submission
29 Jul 2022
0 days left
EMD
75000
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chimur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Construction Of Water Supply Scheme At Mahadwadi G.P- Tah Chimur
BOQ
| Sl. No. | Item Description |
| 1 | SUB WORK NO.1 DEEPINING OF SUPPLY WELL Item No.1:Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. Ex Well 6.5 M depth + 4 M Staging Wall LIFT 9 to 10.5 M |
| 2 | Item No.2 :- Excavation for in general in Hard material comparising of soft rock, hard rock manjra rockin wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M including barricating guarding disposing off surplus excavated stuff with radius of 0.50 km as directed by engineer in charge. Ex Well 6.5 M depth + 4 M Staging Wall LIFT 10.5 to 12 M |
| 3 | LIFT 12 to 13.5 M |
| 4 | LIFT 13.5 to 15 M |
| 5 | LIFT 15 to 16.5 M |
| 6 | LIFT 16.5 to 18 M |
| 7 | LIFT 18 to 19.5 M |
| 8 | Item No.3 :- 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. (Bd-A |
| 9 | Item No.4 :- Providing and fixing mild steel grill work for windows/ventilators of 20 Kg./Sqm. as per drawings including necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting, etc. complete. ON WHOLE AREA OF SUPPLY WELL COVERED BY GRILL |
| 10 | Item No.5 :- Providing and fabricating structural steel work in single stanchions composed of R.S.J. channel, etc. with caps, bases, mild steel plastes angles, anchor bolts etc. as per detailed design and drawing or as directed including cutting, fabriction, hoisting, hoisting, errec ting, fixing in position, making reveted/bolted/welded connection and one coat of anticorrosive paint, and over it two coats of oil painting etc. complete. ISMB 250x 125 mm Extra gurdal supported for grill Add 20% for hoisting arrangement 2 Existing gurdal supported for grill is used |
| 11 | Item No.6:- Providing, constructingHorizantal Bore as per GSDA certificate and as per of Engineer in charge, till the completion of work as directed by the Engineer in charge. |
| 12 | SUB WORK NO.2 INTAKE WELL Item No.1 :- Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling.Lift 0 to 1.50 M |
| 13 | Lift 1.50 to 3.00 M |
| 14 | Item No.2 :- Excavation for in general in Hard material comprising of soft rock, hard rock manjra rockin wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M including barricating guarding disposing off surplus excavated stuff with radius of 0.50 km as directed by engineer in charge. LIFT 3.0 to 4.5 M |
| 15 | LIFT 4.5 to 6.0 M |
| 16 | Item No.3:-Providing and laying in situ plain cement concreteof trap/granite /quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing etc. complete. PCC M-150 For P.C.C.1:2:4 mix Lift 5 to 10m i) For bedding |
| 17 | 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, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Excluding M.S. or Tor reinforcement IN RCC M - 30 For foundationLift 5 to 10 m |
| 18 | Item No.5:-Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC Work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, plywood formwork,bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thicknessif special finish is to be provided and curing, etc.complete. (By weigh batching and mix design for M-250 and M-300 only. Use to L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. IN RCC M - 30: Vertical WallLift 0 to 5 m above GL |
| 19 | Lift 0 to 5 m below GL |
| 20 | Lift 5 to 10 m below GL |
| 21 | IN RCC M - 30: Roof Slab Lift 0 to 5 m above GL Deduct for opening |
| 22 | IN RCC M - 30: Landing 0to 5m |
| 23 | Item No.6:-Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as requiredetc. complete. Fe 500 At 90 kg/cum Lift 0 to 5 m |
| 24 | Item No 7 :- Providing and fixing in position CI type dapuri steps of 22 mm diameter MS bar steps with propor anchorage etc. and providing and applying 3 coats of anti-corrosive paints etc. complete as directed by Engineer-in-charge. |
| 25 | Item No 8 :-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. Quantity of excavation Deduct volume of well Deduct volume of foundation concrete Deduct volume of PCC |
| 26 | Item No.9 :-Dewatering the excaveted trenches & pools of of water in the building trenches / pipe line trenches well works, by using pumps & other de ices including disposing off water to safe distance as directed by Engineer in charge (including cost of machinery,labour,fuel) etc.complete. |
| 27 | Item No.10 :- Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer in charge (20 tonnes capacity) 90 x 60 cm SFRC frame & cover |
| 28 | Item No 11 :- Providing and fixing in position C.I. /M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge. |
| 29 | Item No 12 :-Providing Double flanged sluice valve conforming for I.S.14846 including warm gear arrangment as per test pressure,stainless steel spindle,caps including inspection chargestransportationupto deptt store ,unloding stacking GST le ied by GOI % GOM in all respectetc complete. 200 mm diaPN -1 |
| 30 | Item No. 13 :- Providing and fixing M.S. sluice gates in position as per detailed drawing and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive oil paint, etc. complete as directed by Engineer-in-charge. 1no*1m*1m*10mm thick @7850Kg\Cum a)Add for connecting rod and pedestal for sluice gate = 200 kg b) Add for connecting rod and pedestalfor operation of Sluice valve = 200Kg |
| 31 | Item No. 14 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts & gi ing satisfoctory hydraulic testing etc. complete. (Rate for all class of valves.) 500 mm dia |
| 32 | Item No. 15 Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semi-pervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer in charge, till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer in charge. Coffer dam for Head works of Inteake well, connecting main. Total length = 30m, Size of coffer damTop width = 2m Bottom Depth = 2.5m with slope 1:1.5width = 9.50m |
| 33 | Item No. 16:-Providing,hoisting & fixing in position in erted \"J\" type 100 mm dia C.I. cowl typeentilators with mosquito proof aluminium mesh at top including applying 2 coats of anticorrosi e paint etc complete as directed by Engineer in charge weighting not less than 35 kg. |
| 34 | SUB WORK NO.3 :-SLOTTED PIPEGALLERY Item No.1:Excavation for in general in soft material comparising of soft soil, soft murum hard murum with boulder in wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M includingbarricating guarding disposing off surplus excavated stuff with radius of 0.50 Km as as directed by engineer in charge.LIFT 0.0 to 1.5 M RL |
| 35 | LIFT 1.5 to 3.0 M RL |
| 36 | LIFT 3.0 to 4.5 M RL |
| 37 | Item No.2 :- Excavation for in general in Hard material comparising of soft rock, hard rock manjra rockin wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M including barricating guarding disposing off surplus excavated stuff with radius of 0.50 km as directed by engineer in charge.LIFT 4.5 to6.0 M |
| 38 | LIFT 6 to 7.50 M |
| 39 | LIFT 7.5 to 9.0 M |
| 40 | Item No.3 :- Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete. a) 450 mm dia RMT 450 MM Dia pipe |
| 41 | Item No.3 :- Providing & laying in situ,followinggrade of trap/ granite/ quartzite/ gneiss metalfor foundation and bedding including dewatering,form work, compacting and curing, finishing etc. complete.M-15 Grade Levelling courseLift7.5 to 9 below pipe |
| 42 | Item No. 4 :- Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. complete as directed by Engineer-in-charge 450 MM Dia pipe |
| 43 | Item No.5 :-Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge 40mm |
| 44 | sides of pipe |
| 45 | 12mm to 20mm |
| 46 | sides of pipe |
| 47 | course sand |
| 48 | sides of pipe |
| 49 | Item No.6 :- Refilling the excavated trenches with available stuff in layer of 15 to 20 cm lwith compaction watering etc. complete. Total Excavated Qty Deduct Volume of pipe Deductfilter media item no 5 DeductPCCItem 3 |
| 50 | Item No.7 :- 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. (Bd-A |
| 51 | SUB WORK NOI.4 CONNECTING MAIN Item No.1 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. For Head Works on river or dam sub mergenceLift 0 to 1.5 m |
| 52 | Item No.2 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling 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 baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.Lift 3.0m to 4.50 m |
| 53 | Lift 3.0m to 4.50 m |
| 54 | Item No.3Providing and laying in situ plain cement concreteof trap/granite /quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing etc. complete. PCC M150 Lift of 5 To 10.0M |
| 55 | Item No.4 Dewatering the exa ated trenches & po ols of of water in the building trenches / pipe line trenches well works, by using pumps & other de ices including disposing off water to safe distance as directed by Engineer in charge ( including cost of machinery,labour,fuel) etc.complete. |
| 56 | Item No.5 Providing D.I. pipes (push on joints pressure pipes of D.I. of following class and diametersconfirmingtotheI.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) excluding GST levied by GOI & GOM in all respet including Thirdparty inspection charges of TPI agency approved by MJP, including transit insurance, railway freight, unloading from railway wagon, loading into truck, Transportion to departmental store unloading,stacking,etc.completed, as directed by engineer-in- charge.(IS-8329:2000 latest version for pipesandIS 158/1969 and IS 12820/1989 or Latest edition / revision with amendments for Rubber Gasket200mm dia DI k-7 |
| 57 | Item No.6 Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour,etc. complete. . Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820200mm dia DI k-7 |
| 58 | Item No .7Hydraulic testing of C.I./D.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 using water supplied by the conrractor.200 mm dia |
| 59 | Item No.8 Supply of C.I. mechanical compression flanged / socket tailpiece (popularly known as I TM flanged/ Socket Tail-piece) suitable for making flanged connection with a plain barrel of C.I. spun pipes ( as per IS -1536/2001 ) and D.I. Pipes (as per I.S. 8329/2000) The tail piece to be supplied complete with sealing rubber gasket of S.B.R,.C.I. Follower glands and M.S. Nut bolts .The whole assembly should be mechanically and hudraulically tested to the provision as laid down in IS :1538/1993 .The rate are inclusive of cost of material ,frieght charges,loading ,transportation & unloading at deptt. store, excluding GST levied by GOI & MOI in all respect, etccomplete as directed 200 mm dia |
| 60 | Item No.9 Supply of C.I. mechanical compression Coller couplingsuitable for f C.I. spun pipes ( as per IS -1536/2001 )and DI complete with sealing rubber gasket of S.B.R,.C.I. Follower glands and M.S. Nut bolts .The whole assembly should be mechanically and hudraulically tested to the provision as laid down in IS :1538/1993 200 mm dia |
| 61 | Item No.10 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. |
| 62 | Item No.10 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. |
| 63 | SUB WORK NO.5 SOLAR PUMPING MACHINERY Item No.1:Supplying, installing, testing and commissioning of solar water pump of 5 HP capacity, AC surface type, 432000 LPD/ 2160000 LPD, total head of 10m/20m, comprising of 4800Wp/ 4800Wp PV array respectively / submersible type (with controller) of 91200LPD/ 62400LPD/ 40800LPD total head of 50m/70m/100m, comprising of 4800Wp/ 4800Wp/ 4800Wp PV array respectively mounted on GI structure with necessary hardware and suitable inverter with 5 years on site performance warrantee. Specification no. ESD-SWPS 3.00 hp solar pump |
| 64 | Item No.2:Supplying and erecting G.I.pipe ‘‘Medium’ class in position for drop pipe for Submersible pump including plumbing with sockets & necessary material Drop Pipe- 50 mm dia. G.I. ‘‘Medium’ class Rate = 330.00 + 72.00 (L/L) =402.00 |
| 65 | Item No.3:Providing, erecting C.I.D.F. Sluice valves with jointing to pipe work (including all hardware and packing) water works quality having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement excluding C.C. foundation/ structural steel supports. 50 mm dia. C.I.D.F. Sluice valve (PN-1.0) |
| 66 | Item No.4:Providing, erecting C.I.D.F. Reflux valves single door with jointing to pipe work (including all hardware and packing) water works quality with jointing to pipe without bypass arrangement with gunmetal seats excluding c.c. Foundation/ structural steel supports. 50 mm dia. C.I.D.F. Reflux valve (PN-1.0) |
| 67 | Item No.5:Lowering, laying and jointing in position following CIDF Reflux valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 50 mm dia. C.I.D.F. Reflux valve/ Sluice valve (PN-1.0)+ |
| 68 | ItemNo.6: Supplying and erecting ‘B’ class G.I. Bend in position with necessary material. 50 mm dia. G.I. Bend ‘B’ class |
| 69 | Item No.7:Supplying and erecting ‘B’ class G.I. Coupling in position with necessary material. 50 mm dia. G.I. coupling ‘B’ class |
| 70 | Item No.8:Supplying and erecting ‘B’ class G.I. screwed flange (B.S. 10 table ‘D’) in position with necessary nut bolts, washers with rubber packing. 50 mm dia. G.I. Flange ‘B’ class |
| 71 | Item No.9:Supplying, erecting & terminating XLPE armoured cable 3 core 2.5 sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. 3 core, 2.5 Sqmm |
| 72 | Item No.12: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:2:4 (M-150) grade Add for Metal0.94x1511.78 Add for Sand0.47x204.01 |
| 73 | Item No.13:Electrification of Switch Room including all material and labour cost and as directed by Engineer-in-charge…..etc Complete. |
| 74 | SUB WORK NO.6 PUMPING MACHINERY Item No.1 Providing erecting and giving test ofSubmersible Pumpsets conforming to is 8034 and motor conforming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene impeller. Motor suitable for working on 415 V + 10% .3 Ph., 50 Hz. A.C. supply Cable guard, thrust carbon/fibre beaning to accept entire hydraulic thrust, waterproof winding shall be Provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design antithrust stream lined non return valve shall be Provided with the pum. Suitable suction strainer shall also be provided. 3 core single / double run copper conductor submersuble type flat cable 3m and 2 pairs of erection clamps shall be provided along with the pump rates per pump upto 20 stages are as below. Submesible pump set 150 mm dia ( with Bronze? Stainless steel (CF8M) upto 8 stages |
| 75 | Item No. 2 Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. I.G.-4 with contractor rating 16 amp. |
| 76 | Item No. 3 Supplying, erecting & terminating XLPE armoured cable 3 core 4sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG)G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no.CB-LT/CU CB 1-3 core - 4 sq mm PVC cable |
| 77 | Item No. 4 Providing and fixing of steel clamp fabricated from M.S. flat 65 mm x 6 mm 1 m length including nut bolts and washers. M.S. Clamp. |
| 78 | Item No. 5 Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. completeas per IS-1239/2004. 50 mm dia. G.I. Heavy Class. For Supply well |
| 79 | Item No. 6 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 50 mm dia. G.I. Heavy Class. For Supply well |
| 80 | Item 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 Sluice valve 50 mm dia. |
| 81 | Non Return valve - 50 mm dia. |
| 82 | Item No. 8 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) Sluice valve 50 mm dia. |
| 83 | Non Return valve - 50 mm dia. |
| 84 | Item No. 9 Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (Ics=100% of Icu ),adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no. SW-SWR/MCCB |
| 85 | Item No.10 Supplying and erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished/ painted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate. Cupboard shall be duly grouted with suitable size of iron work in wall at the bottom. (Size of cupboard shall be specified in the estimate) |
| 86 | Item No.11 L.T. current transformer with wound/bar primary 10/5 Amp, ratio with 15 VA burden erected in provided M.S. box duly secured with inslulting materials and connected to the meter. L.T. Transformer |
| 87 | Item No. 12 Providing and erecting main switch or ISI mark - Amp. |
| 88 | Item No. 13 Providing and fixing frame work for pannel board near well with ISMC 100x50 and ISA 35x35x6 mm etc.complete.M.S.Frame pannel board |
| 89 | Item No. 14 Supplying and erecting PVC pipe \"B\" class 25 mm to 40 mm for eneclosing PVC cable. PVC cable. |
| 90 | Item No. 15 Supplying and erecting galvanised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level with 30 kg Charcoal and Salt in alternatre layers necessary length of double G.I. Earth wire 8 SWG connected to plate with cadmijm plate G.I. nut bolts 12 mm dia. with bituminous compound and run through 12 mm dia .G.I. pipe 3 m long remaining portion of G.I. wire from surface of earth to switch gear in PVC ippe upto accessible height duly sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results. Earth Plate. |
| 91 | Item no 16 Supplying and erecting \"B\" class G.I. Bend in position with necessary material.PW1-5 50 mm dia G.I. Bend |
| 92 | PW 2-5 G.I. Tee 50 mm dia. |
| 93 | Item No. 17 Making trenches of suitable width and 0.7 m deep and laying provided L.T. cable and refilling the same with screened sand bed of 0.2 m thick to embedded the cable and bricks placed on both sides length wise and top width wise all over the run and refilling the excavated earth without shone or hard material and making the surface proper with 0.15 m crown on the top. pressure gauge 100 mm di |
| 94 | Item No. 18 Providing and errecting voltmeter A.C. 50 Cycles / Sec. With 0 to 500 v. range flush type errected on provided M.S. 60 and errected withnecesssary PVC wire Voltmeter 144 x 144 Sq. mm. |
| 95 | Item No. 19 Providing and errecting ammeter A.C. 50 0/5 450 v. or suitable range flush type complete errected in provided M.S. box connected to supply . Ammeter 96 x 96 Sqmm |
| 96 | Item no 20 Supplying and errecting set of 3 pilot lamp all back light with colour glasses with monitor lamp 230 volt / 250 volt errected on provided M.S. box with pannel type fuses and connected with PVC wire. |
| 97 | Item No. 21 Supplying and errecting triple pole Iron clad/metal clad switch and fuse 415/500 v. of suitable rating as below or approved make errected on original frame. I)Incoming ICTPN-32 Amp/ |
| 98 | ii)out going ICTP-16 Amp. |
| 99 | iii)For lighting ICDP-16 Amp. |
| 100 | Item No. 22 Providing and fixing M.S.E.B.kitkat set etc. complete |
| 101 | Item No. 23 Operation of pumping machinary through mobile network system |
| 102 | SUB WORK NO.7 :-RISING MAIN 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 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. preparing the bed for the foundation and excluding back filling complete.Total length = 2000M out of 2000 M length 540M length is in village primices that is through in cement road |
| 103 | Item No. 2. Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 104 | Item No. 3. 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. |
| 105 | Item No. 4.Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. |
| 106 | Item No. 5.Providing and supplying in standard lengths Polyethelene Pipes, conforming to latest version ofIS 4984: 2016,14151 ; 12786; 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, excluding coupler / specials, including transportation and freight charges inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GOI & GOM in all respect etc. complete.110 mmHDPE6 kg/sqcm PE - 100 |
| 107 | Item No. 6 Lowering laying and jointing HDPE /MDPE pipes in proper positionincluding all specials by Compression fitting / Electrofusionjointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror/ heater / But fusion welding machine with hydraulic jack, top laoding clamp etc pump and accessories for hydraulic testing and all labours as directe by engineer incharge as per IS - 7634 Part II. 110 mmHDPE6 kg/sqcm PE - 100 |
| 108 | Item No. 7.Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. One coupler shall be provided with each full length of pipe cost of which is included in rates below. 150 mm GI Pipe Medium Forcrossing |
| 109 | Item No. 8. Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. 80 MM Scour Valve |
| 110 | Item No. 9. Providing and supplying Air Valves as per IS-14845 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 such as GST leivied by GOI and GOM in all respect railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete. 50 mm Doubleball flanged TYPE PN 1 |
| 111 | Item No.10. Hydraulic testing of H. D. P. E./M. D. P. E. 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 mmHDPE6 kg/sqcm PE - 100 |
| 112 | Item No. 11.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. One coupler shall be provided with each full length of pipe cost of which is included in rates below. 150 mm GI Pipe Medium Forcrossing |
| 113 | Item No. 12. Lowering, laying and jointing in position followingC.I.D/F Reflex valves, Butterfly valves and Sluicevalves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 80 mmscour valve |
| 114 | Item No.13. 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). 50 mm Doubleball flanged TYPE PN 1 |
| 115 | Item No. 14. Providing and fixing position air valve shaft including providing and fixing G.I. 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 vlave tee including encasingof vertical shaft on PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fxong of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee. Etc. complete. As per type designed and as directed by Engineer - In - charge . Upto 150 |
| 116 | Item No. 15. Filling in plinth and floors / trencheswith approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 117 | Item No. 16. Proiding & supplying of electro fusion HDPE Specials in accordance with BS EN12201:Part-3 suitable for drinking water with in black blue colour manufactured from compounded PE100 virgin polymer and compitable with PE 100virgin polymer and compitable with PE 80 /PE100 pipes,in pressure rating SDR11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing,inspection charges,transportation upto store,transit insurance,loading unloding,stacking excluding GST le ied by GOI & GOM in all respect. etc complete.10% of cost Pipe |
| 118 | Item No. 17. Providing and constructing B.B.masonary valve chamber with 15 cm 1;3;6proportion PCC bedding excluding excavation Bb masonary in CM 1;5 PROPORTION PRECAST rcc frame and cover etc complete as directed by engr in charge size .60x.45x1.20 m for scour valve |
| 119 | Item No. 18. Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete.PCC M-150 |
| 120 | SUB WORK NO.8 DISTRIBUTION SYSTEM Item No. 1. Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. Cement Road |
| 121 | Item No. 2.Excavation for foundation / pipe trenches in earth soils of all types, Sand,gravel and soft murumincluding removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 122 | Item No. 3. Excavation for foundation / pipe trenches in hard murum and boulders ,WBM road including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 123 | Item No. 4. 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. solvent cement, etc. complete (selffit type to be jointed with cement solvent).110mmPVC 4 kg/sqcm |
| 124 | 90mmPVC 4 kg/sqcm |
| 125 | 75mmPVC 4 kg/sqcm |
| 126 | Item No. 5Providing PVCspecails complete 10% of cost pipe |
| 127 | Item No. 6. 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). 110mmPVC 4 kg/sqcm |
| 128 | 90mmPVC 4 kg/sqcm |
| 129 | 75mmPVC 4 kg/sqcm |
| 130 | Item No. 7. Hydrulic testing of PVC pipe line to specified pressure including cost of all materials and laboue and water for testing for specified length including cuttig, placing end cap making arrangment for filling safe water using resiprocating types pump 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. 110mmPVC 4 kg/sqcm |
| 131 | 90mmPVC 4 kg/sqcm |
| 132 | 75mmPVC 4 kg/sqcm |
| 133 | 80 mm dia PN 1. |
| 134 | 80 mm dia PN 1. |
| 135 | Item No.10. Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. One coupler shall be provided with each full length of pipe cost of which is included in rates below. 150 mm GI Pipe Medium |
| 136 | Item No.11 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. One coupler shall be provided with each full length of pipe cost of which is included in rates below. 150 mm GI Pipe Medium For Incasing on Nallah and road |
| 137 | Item No.12.Providing and fixing C.I. road b ox including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg) |
| 138 | Item No. 13. Filling in plinth and floors / trencheswith approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 139 | Item No. 14 Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete. In PCC M-150 |
| 140 | Item No. 15. Provding and constructing RCC CATTEL TROUGH as per drawing and design as per directed by engineer |
| 141 | SUB WORK NO.9 TRIAL RUN Item No 1:- Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Note:Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Depertment For single village with WTP Three Months |
| 142 | Item No 2:- Providing and fixing board displaying information, such as\"Name of work, Tendercost, Name of Contractor, Work completion and liability period etc\",having rectangular shape of 1.20mx0.90m size made up of 4mm aluminum composite pannel sheet with 0.5mm skinthickness on either side bonded with white retro reflective sheeting of Class C(Type XI Microprismatic grade sheeting) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters,numerals,arrow as per IRC:67-2012 Table No 8.3,on M.S.angle of size35x35x3mm frame with properly crossbraced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mmx65mmx6mm, 3.65 ml ong painted with alternate black and white bands of 25cm width including all fixtures etc. and fixing the board sin1:4:8 concrete block of size60cmx60cmx75cm including, excavation, refilling, transportation, and labour etc complete.Class_C_(Type XI Microprismatic gradesheeting) shall have10 year swritten warranty from the manufacturer including the Digitally Printe dareas with Latexprinting technology with sheeting manufacturer approve dink sandlaminatedwithUVoverlayfilmandthiswarrantycertificateinoriginal should be submitted to the Engineer in charge by the contractor/supplier. 2.0 x 1.5 = 3.0 Sq |
| 143 | SUB WORK NO.10 TAP CONNECTIONItem No.:- 1 Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution mai A) With Road Crossing |
| 144 | B) WithoutRoad Crossing |
| 145 | C) Rate analysis for solid support |
AI Tender Summary
Tender Timeline
Jul 21, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 01, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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