Construction / Retrofitting Of Pipe water supply Scheme At Kadegaon, Tal. Wai, Dist- Satara
Tender Value
62.40 Lakhs
Estimated cost
Bid Submission
13 May 2022
0 days left
EMD
62401
Bank guarantee accepted
Document Fee
5250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kadegaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction / Retrofitting Of Pipe water supply Scheme At Kadegaon, Tal. Wai, Dist- Satara
BOQ
| Sl. No. | Item Description |
| 1 | 1)Construction of Supply Well |
| 2 | Item no.1Taking Trial BoreBorewellDrilling 150mm dia. By DTH machine including transportation of machine at site |
| 3 | Item no.2 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 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling. |
| 4 | Lift 0 to 1.50 M. |
| 5 | Lift 1.50 to 3.00 M. |
| 6 | Lift 3.00 to 4.50 M. |
| 7 | Lift 4.50 to 6.00 M. |
| 8 | Lift 6.00 to 7.50 M. |
| 9 | Lift 7.50 to 9.00 M. |
| 10 | Item no.3Excavation 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 barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. |
| 11 | Lift 7.50 to 9.00 M. |
| 12 | Lift 9.00 to 10.50 M. |
| 13 | Item no.4Providing 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. |
| 14 | PCC M-150 |
| 15 | Item no.5Providing 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 M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) In Beam RCC M-300 |
| 16 | Item no.6 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 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-300 grade Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase |
| 17 | Item no.7 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). For Tor Steel |
| 18 | Item no.8Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer- in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. |
| 19 | Item no.9 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. |
| 20 | Item no.10Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anti- corrosive paint, etc. complete as directed by Engineer-in-charge. |
| 21 | Item no.11Providing, 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 with all leads and lifts. |
| 22 | Item no.12Refilling 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. |
| 23 | Item no.13 Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits to gader undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quatizite etc. The item includes all Hire & running cost of Callyx Machine conveying all materials to site of work excluding conveyance of callyx, machine and back sampling all over burdern strata in glass jar and cor samples scrially 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 150 mm and of NX size (50mm) in other strata. The item shall also include PVC. casing pipe of 6 Kg in overburdern only and shall be 1.0 m above GL with cap over it. In Overburden (Soft soil, murum) |
| 24 | 2) Construction of Bore Well |
| 25 | Item no 1)BorewellDrilling 150mm dia. By DTH machine including transportation of machine at site |
| 26 | Item No.2:- Providing and placing 180mm dia 6Kg/sqcm casing pipe (IS 4985: 1988) & fixing borecap after completion of Borewell. |
| 27 | Item No.3:-Yeild testing of borewell by 90 degree V notch method for minimam 2 Hrs.continously (Govt .App.Rate.) |
| 28 | Item No.4:-Providing cap for 180 mm dia PVC casting pipe |
| 29 | 3) Pumping Machinery |
| 30 | Item No. 1) Submersible Pumpsets 100 mm dia. Providing erecting and giving test of 100 mm dia submersibe pumpsets confirming to IS 8034 and motor confirming to IS9283. Pumpshall be suitable for various delivary head and discharge with stainless steel pump shaft and bronze impeller, motor suitable for working on 415V+or - 10%, 3 Ph ,50 Hz, A.C. supply with cable guard ,thrust carbon 1 fibre bearing to with stand entire hydraulic thrust, waterproof winding shall be providedThe pumpset 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 pump. Suitabe suction stainer shall also be provided. 3core, single 1 double run copper conductor submersible type flat cable 3 m and 2 pairs of erection clamps 65mm width 10mm thick shall be provided along with the pump. Rates per pump upto 15 stages are as below.. |
| 31 | 3.00 BHP 27157+2%+3890+20% |
| 32 | 2.00 BHP 25285+2%+3890+20% |
| 33 | Item No 2) Providing, supplying and erecting GI pipe in position for suction, delivary for centrifuagal, vaccume, and drop pipe for submersible pump including plumbing with socket and necessary material etc complete. |
| 34 | 50 mm dia Medium Class GI pipe |
| 35 | 50 mm dia Non return Valves |
| 36 | 50 mm dia C I D F Sluice Valve |
| 37 | Item No.3) IRON WORK (Frame work ), for panel board or for other purpouse complete with bending ,cutting ,drilling and welding complete erected at position with necessary material duly painted with one coat of red oxide and two coats of enamelled paint to match the swichgear or as per the direction of the autharity.(page54 ) |
| 38 | Item No4) Panel fabrication,G.I. sheet of thickness given below to be used for fabrication, of boxes, panel boards, ere including cutting,bending ,drilling, welding, cleaning,redusting and painting with one coat of red lead paint and two coats of enamel paint. 16 SWG(page-53 ) |
| 39 | Item No 5) Supplying and erecting triple iron clad 1 metal clad switch and fuse 415/ 500 V of suitable rating as below of approved make erected on angle iron frame. 32 Amps |
| 40 | 32 Amps |
| 41 | Item No 6) Suppling & erecting on angle frame triple pole iron clad / metal clad change over switch of suitable rating of 500 V of approved mahe |
| 42 | Item No 7)Providing erecting & commissioning ELCB/ R CCB of suitable rating as below working on residential current 3 Ml Amp. sensitivly max 3.00 Ml /sec etc. erected in provided M.S. box etc. complete |
| 43 | Item No 8) Supplying & erecting self locking arrangement with duplicate key duly erected flush with panel surface of clamp board etc. complete |
| 44 | Item No 9) Providing & erecting selcetor switch for this arrangement |
| 45 | Item No.10)Providing, supplying and erecting Ameter A.C. 50cycles 1 sec. With 0 to 500 V range flush erected erected on provided M.S. box |
| 46 | Item No11)Providing & Supplying Erecting Marine Plywood 12 mm thick fixed etc. complete |
| 47 | Item No.12)Providing, supplying and erecting voltmeter A.C. 50cycles 1 sec. With 0 to 500 V range flush erected erected on provided M.S. box with panel type fuses and connected with nessesory PVC wire. |
| 48 | 144 X 144 |
| 49 | Item.No 13)CAPACITOR, Providing, supplying and erecting bank of metalised polypropylene condensers with the standard capacities of 2,3.5,7,10, 12.5, and 15 kV AR units of P.F. correction for operation on 3 phase, 50 cIs, 400 V (+ or- 10%) with externally discharging resistances,earthing terminals and built on angle, iron or channel iron frame works and provided with terminal cover box complete erected on provided iron bracket or on floor duly tested.(page 75 ) |
| 50 | Item No 14) Providing supplying and erecting D O L starter to operate squirrel cage induction motor working on 380-440 V 3 Ph 50 Hz with no volt coil and over load element with necessory material and connected to supply etc complete Starter with original sheet steel encloser.Conductor Rating 12 Amps (Upto 7.50 HP) |
| 51 | Item No. 15)Providing,supplying and erecting, plain copper conductor, PVC insulated flexible cable as per IS 694/ 1990 of following grade upto 1100 volts. |
| 52 | Item No. 16)providing, supplying and erecting galvanised cast iron earth plate 60 * 60 * 0.6 cm burried in specifically prepared earth pit (top edge of plate 1.5m below ground level ) refilling with 30 kg charcol and salt with alternate layers. necessory length of double G.l.earth strip connected to the plate with cadmium plate G.I. nut bolts 12 mm dia with bituminous compound and connected to the nearest switch gear with end socket as per direction and duiy tested DV earth. tester and recoring the result. supplying and erecting 19 mm dia vertical G.I.pipe 1.5 m long with funnel and mesh at top is included inth scope of work.( page 124 ) |
| 53 | 4) Rising Main |
| 54 | 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. Lift 0 to 1.5 M |
| 55 | 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. Lift 0 to 1.5 M |
| 56 | Item No- 3) Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 57 | Item No- 4) Excavation for foundation / pipe trenches by blast in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 58 | Item No 5) 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. |
| 59 | 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. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). Working Pressure 4 Kg./Sq.cm |
| 60 | 75 mm dia PVC 6 Kg/cmsq |
| 61 | Item No 7)Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). Working Pressure 4 Kg./Sq.cm. |
| 62 | 75 mm dia PVC 6 Kg/cmsq |
| 63 | Item No 8) Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete Note - One coupler shall be provided with each full length pope cost of which is included in raed below |
| 64 | 80mm ? GI B Class |
| 65 | Item No 9) Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. |
| 66 | 80mm ? GI B Class |
| 67 | Item No 10) Providing and supplying CI valves as per IS 10845 and MJPs standard specification of approved mark and quality of following diameters including all taxes (central and local) railway , freight, inspection charges unloading from railway wagous loading into truk , transportation upto the departmental store / site , unloading and stocking etc complete |
| 68 | 20 mm dia Air Valve |
| 69 | Item No 11) Lowering, laying and jointing in proper allinment and position all type of CIvalves as directed by engineer in charge including cost of conveyance from store to site of work cost of all material and giving satisfactory hydrallic testingetc.complete. |
| 70 | 20 mm dia Air Valve |
| 71 | Item No 12) 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. |
| 72 | 5) RCC ESRs |
| 73 | Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation inall types of strata, foundation concrete,cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe |
| 74 | assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B.masonry 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 and anti termite treatment for underground parts of the structure and giving satisfactorywater tightness test as per I.S. code.The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge |
| 75 | 1 The design of the structure be in accordance with relevant I.S.specification (I.S3370 - 1965 or revised.) |
| 76 | 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 R.C.C. staging of overhead tanks |
| 77 | For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. |
| 78 | The entire structure shall be in M-300 mix only. |
| 79 | Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. |
| 80 | Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. |
| 81 | 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. |
| 82 | Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300 |
| 83 | 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. |
| 84 | 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. |
| 85 | 75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete |
| 86 | As per Ratre analysis 20000Lit |
| 87 | As per Ratre analysis 17000Lit |
| 88 | As per Ratre analysis 7000Lit |
| 89 | As per Ratre analysis 5000Lit |
| 90 | Item No 2 Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete Note - One coupler shall be provided with each full length pope cost of which is included in raed below |
| 91 | 80 mm ? GI B Class |
| 92 | Item No 3 Providing erecting, connecting,double falnged short body pattern type manually operated butterfly valves having body disc and end cover in graded cast iron to IS 210 Gr CF 200 generally confirming in BS 5155 synthetic funner faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing exculding C C foundation / structural steel support confirming to IS 13095-1991 |
| 93 | 80 mmSluiceValve |
| 94 | Item No 4Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab,etc.complete as directed by Engineer-in-charge. as above 60 X 45 cm internal size and path upto 090 Mwith precast R C C slab cover |
| 95 | 60*45 size |
| 96 | 6) Distribution System |
| 97 | 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. Lift 0 to 1.5 M |
| 98 | 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. Lift 0 to 1.5 M |
| 99 | Item No- 3) Excavation for foundation / pipe trenches by blast in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 100 | Item No- 4) Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanicalmeans or by all means other than blasting including trimming and evelling 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) Lift 0 to 1.5 M |
| 101 | Item No 5) 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. |
| 102 | Item No 6) Providing and supplyingstandard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, & special of following dia and class including cost of conveyence from store to site of work including cost of labour material giving satisfactory hydraullic testing as per IS code etc complete (with cement solvent joint) |
| 103 | 90mm ? PVC 4 kg/cm2pipes |
| 104 | 75mm ? PVC 4 kg/cm2pipes |
| 105 | 63mm ? PVC 4 kg/cm2pipes |
| 106 | Item No 7) 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). |
| 107 | 90mm ? PVC 4 kg/cm2pipes |
| 108 | 75mm ? PVC 4 kg/cm2pipes |
| 109 | 63mm ? PVC 4 kg/cm2pipes |
| 110 | Item No 8) Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete Note - One coupler shall be provided with each full length pope cost of which is included in raed below |
| 111 | 80 mm ? GI B Class |
| 112 | 65 mm ? GI B Class |
| 113 | Item No 9) Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. |
| 114 | 80 mm ? GI B Class |
| 115 | 65 mm ? GI B Class |
| 116 | Item No 10) Providing erecting, connecting,double falnged short body pattern type manually operated butterfly valves having body disc and end cover in graded cast iron to IS 210 Gr CF 200 generally confirming in BS 5155 synthetic funner faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing exculding C C foundation / structural steel support confirming to IS 13095-1991 |
| 117 | 65 mmSluiceValve |
| 118 | 50 mmSluiceValve |
| 119 | Item No 11) Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. |
| 120 | 65 mmSluiceValve |
| 121 | 50 mmSluiceValve |
| 122 | Item No 12) 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. |
| 123 | Item No 13) 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. |
| 124 | Item No 14) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCCframe and cover, etc. complete as directed by Engineer-in-charge. As above of 60 x 45 cm internal size and depth upto 0.9 M with precast R.C.C. slab cover |
| 125 | Item No 15 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. |
| 126 | 90mm ? PVC 4 kg/cm2pipes |
| 127 | 75mm ? PVC 4 kg/cm2pipes |
| 128 | 63mm ? PVC 4 kg/cm2pipes |
| 129 | 7) Miscellaneous |
| 130 | Item No.1:-Providing and fixing board displaying information, such as \"Name of work, Tender cost, In Rs. Name of Contractor, Work completion and liability period etc\", having rectangular shape of1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. Number As directed by Engineer in Charge |
| 131 | Item No.2:-Commissioning,running and maintaining the scheme to quantities,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 ,together with training of personnel spared by local body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. |
AI Tender Summary
Tender Timeline
May 06, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 13, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 17, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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