Tender For Retrofitting Of Village Water Supply Scheme Ghosarwad Tal.Shirol,Dist - Kolhapur
Tender Value
1.07 Crore
Estimated cost
Bid Submission
24 May 2025
0 days left
EMD
1.07 Lakhs
Bank guarantee accepted
Document Fee
18500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
shirol → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Retrofitting Of Village Water Supply Scheme Ghosarwad Tal.Shirol,Dist - Kolhapur
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work No. 1 -Structural work for solar system Providing and laying cast in situ / Ready Mix Cement Concrete M-25 for single rim bored pile of 380 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock,excluding provision of reinforcement including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) by tremie arrangement compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement |
| 2 | 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)A)Pile Cap RCC M20 |
| 3 | Providing and casting in situ Ready Mix Cement Concrete grade of trap / granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-incharge including normal dewatering, centering, form work, 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 including transporting from mixing plant upto distance of 25 km., pouring the concrete at work site for 1.5 M lift above G.L. and 5.0 M lift below G.L., etc. complete. (Excluding reinforcement and structural steel)m25 for ground beam |
| 4 | 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 Engineerincharge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness 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)a) at jackwell -column in M25 |
| 5 | Providing and fixing in position Tor steel bar reinforcement of various diameters for RCC piles, caps, footing, foundations, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches etc as per detailed design and drawing and schedules including cutting bending the bars binding with wires and supporting as required etc complete (including cost of binding wire) |
| 6 | Providing and fixing in position M .S. ladder0.50 m. wide consisting of 75 X 10 mm .M .S.flats as stringers and 16 mm. dia. M .S. bars in double rows as steps placed at 25 cm c/c. including cost of material and labor involved, welding, anchoring and applying 3 coats of anti-corrosive paint , etc . |
| 7 | Providing structural steel work in rolled section like joistes, channels, angles, tees, etc. as per detailed design & drwaing including fixing in position without connecting plates braches etc. and one coat of anticorrosiv paint and overit two coats of oil painting as approved quality and shade etc. complete |
| 8 | Providing & fixing M.S. chaqerred plate florring of 6mm thick supported on M.S. angles (25x25x5 mm size) including welding, cuting & fabricating the plate to required square or rounding shape, making holes in the plate including, providing & applying three coates anticorrosive paints etc. complete.As directed by Engineer-in-charge.6mm thk |
| 9 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. |
| 10 | Sub Work No.2 Solar system (20 KW) Supplying, installing, testing and commissioning of 20 kWp ON-GRID Solar PV System / Plant consisting Solar PV Poly Crystalline Panel (335 Wp X 60 Nos.) and Solar ON-GRID Inverter of similar capacity (THD<3%) with interconnecting wires / cables up to solar ON GRID inverter, proper base plate, canopy box to house Inverter and necessary accessories i.e. ACDB/ DCDB , MCB etc. wiring up to solar Inverter in casing and capping, display board, sign board, two distinct earthing, lightning arrester, liaisoning charges, remote monitoring system with maintaining card/chip for 5 years including net charges for RMS System, complete up to net meter installation and export to the grid with 5 year ON-SITE warranty and fully comprehensive maintenance contract as per Specification no. ESD-RT-ONG. |
| 11 | Supply and commissioning of Grid tied Inverter suitable for 5 to 100 Kw on grid Solar system with five year CMC (15kw to 20kw)Design supply and commissioning of hybrid controller for 3 to 100 Hp solar pumping system compatible to cloud based (RMS) dashboard reporting/ monitoring and management system with five year CMC (15 Hp to 20 Hp)(Market rate) |
| 12 | Design supply and commissioning of IOT/Commander as per specification compatible to Sr.No. 01(Market rate) |
| 13 | Supply and commissioning of IOT based self powered water tank level controller and monitoring with five year CMC(Market rate) |
| 14 | Supplying and erecting LT CT multifunction DLMS compliance energy meter of accuracy of class 0.5 , 3x240V,50 Hz with optical & RS 232 port, backlit LCD, measure & display trivector energy, load survey, TOD, tamper detection & logging, power ON /OFF events, instantaneous parameters of rating 1/5 A with display in absence of power complete with zero adjustment & test certificate from manufacturer erected on provided M.S. box and connected to CTs. |
| 15 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3 core 16 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU. CB-LT/AL |
| 16 | Supplying & erecting conventional spike type air termination suitable to carry lightning stroke made up of heavy gauge 40 mm dia copper pipe of standard length with 5 Nos. copper spikes fixed on copper ball as air terminals duly threaded in copper pipe erected on provided foundation complete. |
| 17 | Providng earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP |
| 18 | Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP. |
| 19 | Supplying & erecting FRP box of size 300mm x 200mm x 125 mm, 2.7 mm thick complete on pole/wall as per specification No. CB-SB |
| 20 | Supplying and installation of Solar PV Module cleaning unit consisting of nozzles spray, necessary pipes, valves, post, electronic panel board concealed with weather proof cabinet, spreading water periodically for removal of dust, related motor pump, controller, timer and nozzles set suitable for covering 5 KW Solar PV Module. (Approx. 35 Sq. Mtr. PV Module area). |
| 21 | For item no. 4-8-8 for additional kW capacity, add Rs. 4000/- for every 5kW. |
| 22 | Providing and fixing high-density polyethylene (HDPE) container one piece moulded triple layer water tank made out of high density polyethylene and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow pipe inclusive of all tanks capacity up to 20000 litres. |
| 23 | Miscellaneous. |
| 24 | Sub Work No.3 :- Pressure Sand Filter Room Excavationfor pipe trenches in hard murum in, W. B. M. road includingremoving the excavated material upto a distance of50m. andlifts as below stacking and spreading as directed, normaldewatering, preparing the bed forfoundationand excluding backfilling etc complete. |
| 25 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)P.C.C. M-100 |
| 26 | 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 Engineerincharge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness 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)A) For column footing (M-200) |
| 27 | B) For column(M-200) |
| 28 | C) For Beam / Lintel(M-200) |
| 29 | D) For Slab / Landing / waist slab(M-200) |
| 30 | E) For Chajja(M-200) |
| 31 | Providing uncoursed rubble masonry of trap/ granite / quartzite /gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls/in plinth of external walls including bailing out water, striking joints on un exposed faces and watering complete. |
| 32 | Providing IInd class B.B.masonry with conventional bricks in C.M. of following proportion in superstructure including striking out and raking out joints, watering and scaffolding etc. complete in cement Mortar (1:6). |
| 33 | 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-F17/306 |
| 34 | Providing and fixingframe with / without ventilator of size as specified with Ghana teakwood for doors and windows including chamfering, rounding,rebating, iron holdfast of size 300mm x 40mm x5mm with oil painting, etc. complete. Spec. No.: As directed by Engineer in charge. |
| 35 | Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick 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 3 coats complete. Spec. No.: Bd-T-36, Page No. 500 |
| 36 | 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. |
| 37 | Providing and fixing in position M.S.ladder 0.50 M wide consisting of 75 X 10 mm MS flats as stringers and 16mm dia. MS bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anti-corresive paint, etc. complete as directed by Engineer-in-Charge. |
| 38 | Providing 20 mm thick cement plaster in two coats in 1:3 cement mortar without neeru finish to concrete, brick or stone surfaces in all positions including scaffolding and curing etc complete.Internal |
| 39 | external |
| 40 | Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete. |
| 41 | Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete |
| 42 | Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete |
| 43 | Sub Work No.4 Pressure Sand Filter 48 cum/hrProviding, supplying, installing & testing of Aqua Catalytic Oxidation filteration collaboration with WMC & Watch water Treatment systems, Germany, new innovative catalytic oxidation filteration media technology ZEOSORB media filteration of suspended solids upto less 3 microns.A) Pressure filter 48 Cum/Hr. |
| 44 | Sub Work No.5Pure water rising main Excavationfor pipe trenches in earth, soils of alltypes, sand, gravel and soft murum including removing the excavatedtheexcavated material upto a distance of50m. and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding etc. complete. |
| 45 | Excavationfor pipe trenches in hard murum in, W. B. M. road includingremoving the excavated material upto a distance of50m. andlifts as below stacking and spreading as directed, normaldewatering, preparing the bed forfoundationand excluding backfilling etc complete. |
| 46 | Excavationfor pipe trenches in soft rock and old cement and time masonry foundation as directed. Normal dewatering, preparing the bed for foundation and excluding backfilling etc. compete |
| 47 | 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. |
| 48 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 49 | Providing and supplying in standard lengths ISI mark rigid unplastised PVC for potable water with rubber ring joints including cost of rubber ring as per IS-4985-1998, excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, transit insurance, inspection charges, loading, unloading, conveyance to store and stacking the same in closed shed duly protected from sun rays and rains, etc. complete.160 mm 6 KG/SQCM PVCPipe |
| 50 | Lowering, laying and jointing with P.V.C. pipes and specials of following class anddiameter 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).160 mm 6 KG/SQCM PVCPipe |
| 51 | Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.(50mm dia.)SingleActing Air Valve type PN-1 |
| 52 | Lowering laying and fixing in porper alignment and position all types of CI air valves as directed by engineer in charge including cost of conveyance rom stores to the site of work cost of all material and giving satisfactory hydraulic testing etc complete (for all class of valves) (50mm dia.)SingleActing Air Valve type PN-1 |
| 53 | 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)B) 150 mm dia. NR Valve |
| 54 | 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 in all respect etc. completeA)150 mm dia. Sluice Valve |
| 55 | Lowering laying and jointing inposition following CI D/F reflex valve,butterfly valves and sluice valves including cost of all labour jointing material,including nut bolts and giving satisfactory hydraulic testing etc completeA)150 mm dia. Sluice Valve & NR Valve. |
| 56 | Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. completeA) 80 mm dia.PRV |
| 57 | Lowering laying and fixing in proper alignment and osition all types of CI D/F angle type spring loaded pressure relief valves including cost of all material ,labour,cosst of convayance from stores to site ofA) 80 mm dia.PRV |
| 58 | Providing and constructing B.B. masonry valve chamber with 15 cm. thick 1:3:6 proportional PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 12mm. thick cement plaster in C.M. 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion, 15 cm. thick slab etc. complete as directed by engineer in-charge.size 0.60X0.45X0.90 m. |
| 59 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm.layers with all leads and lifts including consolidation ,surcharging etc.complete. |
| 60 | Providing and fixing in position M.S.air Valveboxes fabricated with 2mm thick M.S. plate, 30x30x3 mm size M.S.angle frame,concreting inM-150 for fixing the box in position,applying two coats of oil paint,painting chainage, locking arrangement, etc. complete as directed by Engineer in-charge. |
| 61 | Providing & Supply of PVC pipe specials for all class pipes.160mm Tee 6 kg/Cm2 |
| 62 | 160mm Elbow 6 kg/Cm2 |
| 63 | 160mm Coupler 6 kg/Cm2 |
| 64 | PVC Tail Piece |
| 65 | 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. |
| 66 | Sub Work No. 6 ESR Capacity - 208000 Lit. Staging Ht - 12mDesigning (aesthetically) and constructing RCC Elevated Service Reservoirs of following capacity with RCC staging of columns, internal and external bracings spaced vertically not more than 4.50 m c/c for ESR having capacity upto 500 cumincluding 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 labours & materials charges including lowering, laying erecting , hoisting & jointing of pipe assembly of inlet, outlet, wash out over flow & by-pass arrangement as per departmental design providing & fixing accessories such as MS ladder, CI man hole frame & cover water level indicators, lightening conductor, GI pipe railing around walk way & top slab, Providing sprial staire case from GL to roof level, MS grill gate of 2 mtr heigth with locking arrangement of approved design B.B. masonery chembers for all valves, ventilating shaft, providing and applying three coat of cement paint to the structure including roof slab epoxy painting to internal surface & anti corrosive termite 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 direction of Engineer-in-charge.Cap. 208000 lit. ESR 12 Mtr Stageing hightNotes :-1) The design of the srtucture be in accoradance with relevant I S specification ( I S 3370 - 1965 or revised ) 2) The design shall satisfy the stipulations as per I S 1893 - 1984 and I S 13920 / 1993 for seismic force and I S -11682 / 1985 for RCC staging of overhead tanks.3) For design having more than 6 columne,provision of internal bracing is obligatory.External bracings is also obligatory.4) The entire structure shall be in M - 300 mix only.5) Plain round mild steel bars grade-I confirming to I S 432 part-I or high yield strength deformed bars confirming to I S 1786 or I S 1139 shall be used,grade- II mild steel bars will not be allowed.6) Irrespective of the type of foundation proposed in the design,one set of bracing be provided at the ground level.7) These rates include providing M S ladder for E S R s upto 2 lakh litres capacity and providing spiral staircase for E S R above 2 lakh litres capacity.8) Staging shall have to be designed with stresses of M- 200 concrete for ESR. However all RCC construction should be done in M-300.9) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth,extra provision of dewatering shall be made as per site condition.10) All conditions given in the Member Secretary\"s Circular No. MJP/ TS-I/350/1668 dt.2-8-97 and MJP / S-I/350/2127 dt. 13-7-99 shall be strictly followed and additional cost,if any,due to these conditions is included in the rates mentioned below. 11) 75% part rate shall be payable for reinforcement concrete andplastering items of containers of ESR till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated asincomplete. |
| 67 | Providing and supplying ISI standard CI double flanged/ G.I. pipes& specials and valves including all taxes (central & local) , railway frieght, insurance, unloading from railway wagon, loading into truck transport to stores/site , unloading etc complete as directed by Engineer-in-charge.(A) \"C .I.Pipes125 mm Dia. |
| 68 | 150 mm Dia. |
| 69 | (B)\"C.I.D/F Sluice Valve.125 mm Dia. |
| 70 | 150 mm Dia. |
| 71 | Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and Local), octroi, inspection charges, transportation to stores/ site and stacking, etc. complete. Double flanged specials of all diameters |
| 72 | Sub Work No 7Distribution System Excavationfor pipe trenches in earth, soils of alltypes, sand, gravel and soft murum including removing the excavatedtheexcavated material upto a distance of50m. and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding etc. complete. |
| 73 | Excavationfor pipe trenches in hard murum in, W. B. M. road includingremoving the excavated material upto a distance of50m. andlifts as below stacking and spreading as directed, normaldewatering, preparing the bed forfoundationand excluding backfilling etc complete. |
| 74 | Excavationfor pipe trenches in soft rock and old cement and time masonry foundation as directed. Normal dewatering, preparing the bed for foundation and excluding backfilling etc. compete |
| 75 | Excavationfor pipe trenches in hard rock and concrete road by mechanical means all by any other means other than blasting including trimming and leveling the bed, removing the excavated material upto a distance of 50 m. beyond the area and lifts asbelow; stacking as directed, normal dewatering,excluding backfilling etc. complete. |
| 76 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 77 | 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 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 .110mm dia. 4kg./sqcm. |
| 78 | 90mm dia. 4kg./sqcm. |
| 79 | 75mm dia. 4kg./sqcm. |
| 80 | 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, as per IS code, etc. complete 110mm dia. 6kg./sqcm. |
| 81 | 90mm dia. 6kg./sqcm. |
| 82 | 75mm dia. 6kg./sqcm. |
| 83 | Providing & Supply of PVC pipe specialsfor all class pipes. |
| 84 | Providing & lowering laying ,jointing double flanged Sluice Valves confirming to IS 2906/14846 including warm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete.Sluice Valve with PN- 1 (Without bypass arrangement)100 mm. dia. Sl. Valve(PN-1) |
| 85 | 80 mm. dia. Sl. Valve(PN-1) |
| 86 | 65 mm. dia. Sl. Valve(PN-1) |
| 87 | Providing and fixing CI road boxes of following class and size including loading, unloading and carting to site of work including all necessary excavation in all type of strata and fixing in murum, packing etc complete.100 mm x 225 mm (20 Kg) |
| 88 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm.layers with all leads and lifts including consolidation, surcharging etc.complete. |
| 89 | Providing & I.S.I. Mark mm dia. RCC Pipesof NP2 class including cost of all central & local taxex cost of jointing material labour, cost of RCC collar etc. complete . as directed by Engineer-in-Charge.100mm dia. RCC Pipe |
| 90 | 150mm dia. RCC Pipe |
| 91 | Providing and fixing road junction/ information sign boards of size 1.80 x 1.20 Meter Prepared 16 guage M.S.sheet on frame of size 40x40x5 mm with cross bracing of size 35x35 x 5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral /arrows, coated with non pealable crystal clear protective transperent coat retaining 100% reflection includingtwo angle iron post of size 65 x 65 x 6 mm of 3.65 m. long inflated at bottom drilled on top and painted in whiteand black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in- charge etc. complete. Mild Steel Board with Engineering Grade. |
| 92 | Sub Work No. 8Trial RunCommissioning, running and maintaing the scheme to quantities rated capacity, including manning necessary personnel such as operator, valveman etc as per requirement of the scheme and who should aslo administer chemical dose for a period of 12months, together with training of personal spared by MJP/Local Body and handling over the scheme to local body after completion of the above period as directed by Engineer-in-charge. |
AI Tender Summary
Tender Timeline
May 09, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedMay 24, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 27, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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