Tender For Construction Of Water Supply Scheme At Dabgaon Chak Virkhal And Virkhal Tal. Sawali
Tender Value
2.35 Crore
Estimated cost
Bid Submission
06 Jan 2023
0 days left
EMD
2.35 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sawali → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Water Supply Scheme At Dabgaon Chak Virkhal And Virkhal Tal. Sawali
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Dec-2022 | 2022_CHAND_858206_13 | Date | 22-Dec-2022 |
| 2 | 22-Dec-2022 | /O WATER SUPPLY SCHEME AT DABGAON CHAK VIRKHAL AND VIRKHAL TAL. SAWALI | Date | 26-Dec-2022 |
| 3 | 27-Dec-2022 | SUPPLY SCHEME AT DABGAON CHAK VIRKHAL | Date | 28-Dec-2022 |
| 4 | 29-Dec-2022 | SCHEME AT DABGAON CHAK VIRKHAL D VIRKHAL TAL. SAWALI | Date | 30-Dec-2022 |
| 5 | 31-Dec-2022 | WATER SUPPLY SCHEME AT DABGAON CHAK VIRKHAL AND VIRKHAL TAL. SA1WALI | Date | 02-Jan-2023 |
| 6 | 02-Jan-2023 | WATER SUPPLY SCHEME AT DABGAON CHAK VIRKHAL AND VIRKHAL TAL. SAWALI 123 | Date | 04-Jan-2023 |
| 7 | 05-Jan-2023 | WATER SUPPLY SCHEME AT DABGAON CHAK VIRKHAL AND VIR1KHAL TAL. SAWALI | Date | 06-Jan-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work 1-Intake Well 4 M Dia & 6 M DeepItem 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 |
| 2 | Lift 1.50 to 3.00 M |
| 3 | LIFT 3.0 to 4.5 M |
| 4 | LIFT 4.5 to 6 M |
| 5 | 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 6 to 7.5 M |
| 6 | 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-150For P.C.C.1:2:4 mixLift 5 to10 M i) For bedding |
| 7 | Item No.4 :-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 intakewell |
| 8 | 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.Excluding M.S. or Tor reinforcementIN RCC M - 250 |
| 9 | Item No.6:-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 - 200: Vertical Wall |
| 10 | Lift 5 to 10 m above & Below GL |
| 11 | Lift 0 to 5 m above & Below GL |
| 12 | Lift 0 to 5 m AboveGL |
| 13 | IN RCC M - 250: Roof Slab Lift 0 to 5 m above GL |
| 14 | Item No.7:-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.(Including cost of binding wires.)Lift 0 to 5 m |
| 15 | Item No 8 :- 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. |
| 16 | Item No 9 :-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. |
| 17 | Item No.10 :-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. |
| 18 | Item No.11 :-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 |
| 19 | Item No 12 :- 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. |
| 20 | Item No 13 :-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.300 mm diaPN -1 |
| 21 | Item No. 14-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. |
| 22 | Sub Work 2-RCC Slotted Pipe Gallery 450 MML-40 RMT 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 chargeLIFT 0.0 to 1.5 M RL |
| 23 | LIFT 1.5 to 3.0 M RL |
| 24 | LIFT 3.0 to 4.5 M RL |
| 25 | LIFT 4.5 to 6.0 M RL |
| 26 | 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 6 to7.5 M |
| 27 | 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 RMT450 MM Dia pipe |
| 28 | 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 GradeLevelling courseLift5 to 10 below pipe |
| 29 | 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-charge450 MM Dia pipe |
| 30 | 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-charge40mm |
| 31 | sides of pipe |
| 32 | 12mm to 20mm |
| 33 | sides of pipe |
| 34 | course sand |
| 35 | sides of pipe |
| 36 | Item No.6 :-Refilling the excavated trenches with available stuff in layer of 15 to 20 cm lwith compaction watering etc. complete. |
| 37 | 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 |
| 38 | Sub Work 3- Supply Well6 M Dia 18 M DeepItem 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 |
| 39 | LIFT 1.5 to 3.0 M |
| 40 | LIFT 3.0 to 4.5 M |
| 41 | LIFT 4.5 to 6.0 M |
| 42 | LIFT 6 to 7.50 M |
| 43 | LIFT 7.50 to 9.0 M |
| 44 | LIFT 9 to 12.0 M |
| 45 | LIFT 12.00 to 13.50 M |
| 46 | 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 13.5 to 15 M |
| 47 | LIFT 15 to 16.5 M |
| 48 | LIFT 16.5 to 18 M |
| 49 | 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 PCC1:2:4Levelling courseLift 10 TO 15 |
| 50 | 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 reinforcementFor foundation (M-250)Foundation Beam for Jack wellLift 10 to 15 m |
| 51 | 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, plywood formwork, bully / steel prop-ups, 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 RCC M-200 grade slabs / landings / vertical walls / waist slabs / steps for staircase.RCC M 200 FOR WALLLift 10 to 15.0 m Below GL, Steining wallLift 5 to 10.0 m |
| 52 | Below GL, Steining wall |
| 53 | Lift0to 5 m BELOWGL Steining wall |
| 54 | AboveGL, Steining wall |
| 55 | Item No. 6: -Providing and fixing in position for steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns canopies, stair cases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and shedules including cutting, bending, hooking the bars, binding with wires, or tack welding and supporting as required etc. complete(including cost of binding wire). @ 80 kg/cum of concrete.Lift 0.0 to 5.00 m |
| 56 | Lift 5.0 to 10.00 m |
| 57 | Lift 10.0 to 15.00 m |
| 58 | 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 |
| 59 | Item No. 8 :-Refilling the excavated trenches with available stuff in layer of 15 to 20 cm lwith compaction watering etc. complete. |
| 60 | Item No 9 :-Providing and fixing in position Cl dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.C I Dapuri steps for interingsupply well |
| 61 | Item No.10 :-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-chargeSAND FILLINF 50%Bboulder filling 50% |
| 62 | Item No.11 :-Providing and Filling aroud the well boulders filling of selected variety and size of boulders including cost of all materials,labour, transportation, etc. complete as directed by Engineer-in-charge.Around the well50% of filling of excavated qty up to 3 m |
| 63 | Item No.13 :-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. |
| 64 | Item No.14 :-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. |
| 65 | Item No.15 :-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, errecting, 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 |
| 66 | Add 20% for hoisting arrangement |
| 67 | Item No.16 :-Providing and fixing G.I. pipe railing having 1.0 M. height consisting 50 x 50 x 6 mm thick M.S. angles as vertical at 1.50 Mc / c, and additional posts at every corner with 3 rows of 25 mm dia. G.I. pipes of medium class veriety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all albour , transpoting bends to curved shape , etc. complete. |
| 68 | 50 x 50 x 6 mm thick M.S. angles |
| 69 | Item No.17 :-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. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it.Verticalbore |
| 70 | Item No.18 :-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. |
| 71 | Item No.19 :-Transporation of Metal And Sand 1)SAND |
| 72 | 2)METAL |
| 73 | Sub Work 4-Switch Room Item No.1-Excavation for foundation in hard murum and boulder including removing the excavated material up to a distance- -- etc. cmplete.Lift 0.00 to 1.50 M |
| 74 | Item No. 2.-Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing fifnishing compaction etc. complete. |
| 75 | Item No. 3.-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 & curing etc. complete.P C.C. 1 : 2 : 4 BED CONCERTE |
| 76 | Item No. 4.-Providing and laying in situ C.C. of trap/granite/ quartzite /gneiss metal of approved quality for R.C.C. work as per detailed drawing & desings or as directed including dewatering, centering, formwork, compaction,finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface whereever necessary or roughening if special finish is to provided & curing etc. complete. (excluding M.S. reinforcement) For R.C.C. (M-15) grade parapets, curtain walls vertical walls or partition walls, vertical walls or pardi, etc.Lift 0.00 to 3.00 M.Footing M- 200 |
| 77 | for column m- 150 |
| 78 | For Beams & Lintels m - 150 |
| 79 | For Chajjas M- 200 |
| 80 | For Slab & Landing M- 200 lift 0 to 3 m |
| 81 | roof slab lift 3 to 6 |
| 82 | Item No. 5.-Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. plles, caps, footings,foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detaileddesigns drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding as required complete.(including cost of binding wire)Lift 0.00 to 3.00 M. |
| 83 | Item No. 6.-Providing IInd class B.B. masonry with conventional/I.S. type bricks in C.M. of following proportion in super structure including stricking out joints racking out joints, watering & scffolding etc. complete. (with 30% mortar) 1:6Lift 0.00 to 5.00 M. |
| 84 | Item No. 7.-Providing and fixing solid core flush door commercial type on single leaf 16 mm thick Bison Panel cement bonded particle Board including Teak wood lipping beading on all four edges without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast,stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting three coats complete.Doors |
| 85 | Item No. 8.-Providing and fixing steel window of various sizes as per detailed drawings without hot dip zinc coating, without ventilators including fabrication, glazing with plain/obsecured glass pan and of approved type and quality andfixtures and fastenings, without teak wood boxing & architraves and finishing with oil painting two coats complete. |
| 86 | ItemNo. 9.-Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. completeA ) 20 mm thick cement plaster cement mortar \"for Inside1:4 |
| 87 | Item No.10.-Providing and applying washable oil bound distemper of approved colour and shade tonew surfaces including scaffolding, preparing the surfaces to receive priming coat and finshing coat etc. complete. complete as directed (For two coats). |
| 88 | Item No. 11.-Providing and laying cement concrete flooring of following thickness 1:2:4 cement concrete laid to proper layer and slope in alternate days including compaction filling joints marking lines to give the apperance of tiles 30cm x 30cm or other size laid digonally or square fininishing smooth in any colour as directed by Engineer- In - charge and curingetc. complete. |
| 89 | Item No.12.-Refilling with plinth and floor trenches with contractor murum for bedding in 15 cm to 20 cm layer including watering and compaction etc. complete. |
| 90 | Item No. 13.-Providing and fixing M.S. ladder 0.50 m wide consisting of 75 mm x 10 mm M.S. flats stringer and steps of 16 mm diameter bars in double row about 25 cm c/c including all fixtures cutting holes, welding, anchoring and applying three coats of anti corrosive paint etc. complete as directed by Engineer InchargeM. S LADDER GL TO FLOOR SLAB |
| 91 | Item No. 14.-Providing electrification in switch control Room and Name plate of scheme |
| 92 | Item No. 15.-Transportation of Metal and Sand as per lead statementSand |
| 93 | Metal |
| 94 | Sub Work 5-Pumping Machinery forWell (1 set SubmersiblePumps 12.5 BHP, Q-25770 , H -60)Item No. 1-Providing, erecting and giving test of 150 mm dia.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 3 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.Q- 26294, H- 41, HP-12.50 |
| 95 | Item No. 2-Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. |
| 96 | Item No. 3-Providing and laying G.I. Pipe \"B\" grade ISI mark for enclosing provided cable to lay underground at required depth up to 90 cm with required excavation and refilling with light ramming to make the ground surface as it was.80 mm dia G.I. Pipe \"B\" grade |
| 97 | Item No. 4-Providing and supplying ISI mark C.I.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)80 mm dia Sluice valves - PN -1 (Without by pass) |
| 98 | Item No. 5-Lowering, laying and jointing in position of 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.80 mm dia Sluice valves - PN -1 (Without by pass) |
| 99 | Item No. 6-Supplying and erecting G. I. pipe \"B\" class in position for suction, delivery for centrifugal pump, vaccum pump and drop pipe for submercible pump including plumbing with sockets and necessary material80 mm dia G I Heavy |
| 100 | Item No. 7-Lowering, laying and jointing in position of following G. I. pipe including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.80 mm dia G I Heavy |
| 101 | Item No. 8-Supplying and erecting \"B\" classG. I. bend in position with necessary material80 mm dia G I Heavy |
| 102 | Item No. 9-Supplying and erecting \"B\" classG. I. tee in position with necessary material80 mm dia G I Heavy |
| 103 | Item No. 10-Supplying and erecting \"B\" classG. I.Coupling/ nipple in position with necessary material 80 mm dia G I Heavy |
| 104 | Item No. 11-G.I. sheet 16 gauge of thickness given below to be used for fabrication of boxes, panel boards, etc. including cutting, bending, drilling, welding, cleaning, de-rusting and painting with one coat of red lead paint and two coats of enameled paint |
| 105 | Item No. 12-Supplying and erecting marine plywood 19 mm thick fixed to wall or provided panel board for fixing kit-kat fuses and meter etc. with necessary material. |
| 106 | Item No. 13-Providing erecting and commissioning Earth Leakage Circuit Breaker (ELCB) / Residual current circuit breaker (RCCB) of 40 Amp rating as below working on residual current 30 milli-ampere sensitivity and maximum 30 milli-second tripple time, test knob facility free trip mechanism operating for rated leakage at nominal 10 Volt A.C. and also in both neutral open snapping condition, etc. with shortcircuit with stand capacity as per literature complying to BS 4293 - 1983 complete including all materials copper leads, lungs, screws, etc. erected in provided M. S. box with window etc. |
| 107 | Item No. 14-Supplying and erecting self locking arrangemrnt with duplicate keys duly erected flush with panel surface of cup-board |
| 108 | Item No. 15-Supplying and erecting set of 3 pilot lamps all bakelite with colour glasses with miniature lamps 230 V /250 V erected on provided M.S. box with panel type fuses and connected with PVC wire. |
| 109 | Item No. 16-Supplying and erecting panel mounting type Digital Ammeter having three and half digit LED display, external C. T operated calibrated for sutaible to operate on 500 volt, 0 to 1000 A ACAC supply with necessary PVC wire leads and lungs and mounting hardware on provided panel complete with calibration certificate from manufacturer. |
| 110 | Item No. 17-Supplying and erecting panel mounting type Digital Voltmeter having three and half digit LED display, external C. T operated calibrated for 0 to 750 Volt, AC sutaible to operate on 500 volt AC supply with necessary PVC wire leads and lungs and mounting hardware on provided panel complete with calibration certificate from manufacturer. |
| 111 | Item No. 18-Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380 - 400 V, 3 Ph., 50 Hz., with no volt coil, overload element with necessary material & connected to supply etc. comp. Starter with original sheet steel enclouser. |
| 112 | Item No. 19-Supplying and erecting bank of All Polypropylene capacitors with the standard capacities of 1, 2, 3, 5, 7, 12.5, 15, 20 and 25 KVAR units of power factor correction for operation on 3 phase, 50 Hz,400 V+/- 10% with externally discharging resistances, earthing terminals and built on angle iron or channel iron frame work and provided with terminal cover box complete erected and tested.5 KVAR |
| 113 | Item No. 20-Earthing from pumping machinery Supplying and erecting galvanised cast iron earth plate 60 x 60 x 0.6 cm. burried in specifically prepared earth piy 1.5 mt. below ground level with 30 kg. Charcoal and salt in alternate layers necessary length of double GI earth wire 8SWG connected to plate with cadmium plate G.I. nut bolts 12 mm dia. with bituminous compound and run through through 12 mm dia. G. I. pipe. |
| 114 | Item No. 21-Change over Switch Double Pole 250 Volt Supply and erecting on angle frame, Two pole iron clad / metal clad change over switch of suitable rating, 250 Volt, and of approved make.16 AMP |
| 115 | Item No. 22-Labour Charges for internal wiring of panels including all material.10 to upward 30 |
| 116 | Item No. 23-Supplying and erecting Iron work for panel board or other purposes complete with bending, cutting, drilling, and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority. |
| 117 | Sub Work 6-Rising Main for Proposed Source WellItem 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. |
| 118 | Item No. 2.-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. |
| 119 | Item No3-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. |
| 120 | Item No. 4-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 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. (Bd-A-4/259) |
| 121 | Item No. 5.- 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. (Bd-A-6/259) |
| 122 | Item No.6.-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. 140 mmHDPE8 kg/sqcm PE - 100 |
| 123 | Item No. 7-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.140 mmHDPE8 kg/sqcm PE - 100 |
| 124 | Item No.8.-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 |
| 125 | Item No.9.-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. 100 MMValve for |
| 126 | Item No. 10-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 |
| 127 | Item No. 11.-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. 140 mmHDPE8 kg/sqcm PE - 100 |
| 128 | Item No. 12.-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.150 mm GI Pipe Medium Forcrossing |
| 129 | Item No. 13-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.)100 MMValve for |
| 130 | Item No.14.-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 |
| 131 | Item No. 15.-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 |
| 132 | Item No. 16.-Filling in plinth and floors / trencheswith approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 133 | Item No. 17.-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 |
| 134 | Item No. 18.-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 |
| 135 | Item No. 19.-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. |
| 136 | Transportation of Metal and Sand as per lead statementsand |
| 137 | METAL |
| 138 | Sub Work 7-RCC ESR CAP-138000 LitSt Ht-18 mDesigning (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 4.5M. Centre to centre for ESR having capacity upto 500cum and not more than 6 m. c/c for ESRs having capacity above 500 cum 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 M. 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 desing, 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 stairecase from ground level to roof level, MS grill gate of 2 M. height with locking arrangement of approved design BB masonary chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab epoxy painting to internal surface & antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS 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 |
| 139 | Item No. 2 :-Add For Carting of MaterialLead for Sand |
| 140 | Lead forAgger. |
| 141 | Item No. 3 :-Providing and supplying ISI standard DI doubleflanged pipes excluding GST levied by GOI & GOM inall respect including railway freight, insurance, unloadingfrom railway wagon, loading into truck transport to stores,unloading etc. complete as directed by Engineer-in-charge.Dia. of C.I. Double Flanged Pipes :- 150 mm |
| 142 | 100 OUT LETNO2FOR CHAK VIRKHAL |
| 143 | 100 OUT LET NO3FOR VIRKHAL |
| 144 | Item No. 4 :-Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading,stacking excluding GST levied by GOI & GOM inall respect etc. complete.a) Sluice valves - PN -1 (Without by pass arrangement) CIDF Sluice Valvedia. 150 mm |
| 145 | 100 mmFORCHAK VIRKHAR & VIRKHAR |
| 146 | Item No. 5 :-Providing and supplying ISI standard DIDF flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading fromrailway wagon, loading into truck transport to departmental store, unloading stacking etc. complete.80 to 300 mm dia |
| 147 | Sub Work 8-Distribution System (110 to 75mm PVC4 Kg, L = 5587 M)Item No. 1.-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. |
| 148 | Item No. 2-Excavation for foundation / pipe trenches in hard 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. |
| 149 | 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. |
| 150 | Item No. 4-Excavation for foundation / pipe trenches in soft rock and old cement & line masonry foundation asphalt roadincluding 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. |
| 151 | Item No. 5-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. Only for cement road |
| 152 | Item No. 6-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 |
| 153 | 90mmPVC 4 kg/sqcm |
| 154 | 75mmPVC 4 kg/sqcm |
| 155 | Item No. 5-Providing PVCspecails complete10% of cost pipe |
| 156 | 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 |
| 157 | 90mmPVC 4 kg/sqcm |
| 158 | 75mmPVC 4 kg/sqcm |
| 159 | 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 position110mmPVC 4 kg/sqcm |
| 160 | 90mmPVC 4 kg/sqcm |
| 161 | 75mmPVC 4 kg/sqcm |
| 162 | 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. 100 mm dia PN 1. |
| 163 | 80 mm dia PN 1. |
| 164 | Item No. 9.-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.)100 mm dia PN 1. |
| 165 | 80 mm dia PN 1. |
| 166 | Item No. 10-Giving satisfactory hydraulic testing of following CIDF/Reflux valve and sluice valve100 mm dia PN 1. |
| 167 | 80 mm dia PN 1. |
| 168 | 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.100 mm GI Pipe Medium For Incasing on Nallah and road |
| 169 | 80 mm GI Pipe Medium For Incasing on Nallah and road |
| 170 | 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.100 mm GI Pipe Medium For Incasing on Nallah and road |
| 171 | 80 mm GI Pipe Medium For Incasing on Nallah and road |
| 172 | Item No.12-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.100 mm x 225 mm (20 kg) |
| 173 | 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. |
| 174 | Item No. 14-Provding and constructing RCC CATTEL TROUGH as per drawing and design as per directed by engineer |
| 175 | Item No. 15-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 FOR ROAD RESTAINING |
| 176 | Transportation of Metal and Sand as per lead statementSand |
| 177 | Metal |
| 178 | SUB WORK 9-Misch Work of SchemeItem 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. |
| 179 | Item No 2:-Providingandfixingroadjunction/informationsignboardsofsize1.80x1.20MeterPrepared16guageM.S.sheetonframeofsize40x40x5mmwithcrossbracingofsize35x35x5mmincludingpaintingwithonecoatofzinccromatestovingprimerandtwocoatseachofgreen/whitebackgroundandbacksidegraystoveenamelled,bondedwithredretroreflectivesheetEngineeringgrade,border/letters/numeral/arrows,coatedwithnonpealablecrystalclearprotectivetransperentcoatretaining100%reflectionincludingtwoangleironpostofsize65x65x6mmof3.65m.longinflatedatbottomdrilledontopandpaintedinwhiteandblackbandsof30cm.with4Nos.highstrengthG.I.boltsandnutsofsize10mmdia.and20mmlongsheetandangleironpostinonepiecewithoutjointsincludingalltaxes,conveying,fixingingroundwithcementconcrete1:4:8blockof60cmx60cmx75cmsizeasdirectedbyEngineer-in-chargeetc.complete.Mild |
| 180 | Item No 3:-For Platform & Vertical Standpost |
| 181 | Sub Work 10-HOUSE TAP CONNECTIONFOR CHAK VIRKHALA) With Road CrossingWITHOUTGST |
| 182 | B) WithoutRoad CrossingWITHOUTGST |
| 183 | FORVIRKHALA) With Road CrossingWITHOUTGST |
| 184 | B) WithoutRoad CrossingWITHOUTGST |
| 185 | FOR DABGAONA) With Road CrossingWITHOUTGST |
| 186 | B) WithoutRoad CrossingWITHOUTGST |
AI Tender Summary
Tender Timeline
Jan 05, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Dec 22, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 26, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 28, 2022
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 30, 2022
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jan 02, 2023
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jan 04, 2023
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jan 06, 2023
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 06, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 07, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
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