Tender For Construction/Retrofitting Of Pipe Water Supply Scheme At War Mhaswad, Tal. Man, Dist- Satara
Tender Value
1.51 Crore
Estimated cost
Bid Submission
18 Aug 2023
0 days left
EMD
1.51 Lakhs
Bank guarantee accepted
Document Fee
5250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mhaswad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction/Retrofitting Of Pipe Water Supply Scheme At War Mhaswad, Tal. Man, Dist- Satara
BOQ
| Sl. No. | Item Description |
| 1 | SUBWORK NO 1 :- SUPPLY WELL (6.00 M DIA AND 15.00 M DEPTH)(MOTEWADI) |
| 2 | Item no.1- Taking Trial Bore (Core Bore Sampling) by callyx machine with TCT/NX bits to gather undisturbed strata samples for insvestigation 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 ChargeThe diameter of bore in over burden shall be 100mm and of NX size (50mm) in other strata . The item shall also include M S casing pipe of 2.5 mm thick plate in over burdan only and shall be 1.0 m above GL with cap over it. |
| 3 | Taking vertical Trial bore (c. In weathered rock/soft rock) |
| 4 | Item no.2 -Recuperation /Yield test For LPS More than 25000 |
| 5 | Item no.3. :- Excavation in general in soft material comprising of soft soil soft murum sand hard murum with boulders in wet or dry condition for head works i.e. intake well connecting pipe jack well pump house supply well etc for lift 0 to 1.5 M and lead of 150 M including barricading guarding disposing of surplus excavated stuff within a radius of 0.5 km as directed by Engineer -in-charge etc complete excluding refilling. For Head works or nalla or any other site of GSDA for initial lift of 0 to 1.5 M etc complete. |
| 6 | Lift 0.00 - 1.50 M |
| 7 | Item No. 4 :- Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M on River |
| 8 | Lift 1.50 - 3.00 M |
| 9 | Lift3.00 - 4.50 M |
| 10 | Lift4.50 - 6.00 |
| 11 | Lift6.00 - 7.50 |
| 12 | Lift7.50 - 9.00 |
| 13 | Lift9.00 - 10.50 |
| 14 | Lift 10.50 - 12.00 |
| 15 | Lift 12.00 - 13.50 |
| 16 | Lift 13.50 - 15.00 |
| 17 | Item No. 5 :- Providing and laying in situ following grades of CC of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering form work, compacting and curing finishing etc. complete |
| 18 | M-15 grade ( with 12 mm to 20 mm metal) 1:2:4 |
| 19 | 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, 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 finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo 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 |
| 20 | For Beam M-200 |
| 21 | For vertical Wall M-200 |
| 22 | Item No. 7 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles caps, footings, foundations, slabs, beams, columns, canopies, staircase 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 - Tor Steel |
| 23 | Item No. 8 :- Providing stuctural 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 coats of anticorrosive paint and over it two coats of oil painting, etc. complete. |
| 24 | 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. |
| 25 | Item No 10 :-Providing 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 ant-corrosive paint, etc complete as directed by Engineer-in-charge. |
| 26 | Item No. 11 :-Providing and fixing 80 mm dia A.C./ P.V.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. |
| 27 | 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. |
| 28 | SUBWORK NO 2 :- SUPPLY WELL (6.00 M DIA AND 15.00 M DEPTH)TUPEWADI |
| 29 | Item no.1- Taking Trial Bore (Core Bore Sampling) by callyx machine with TCT/NX bits to gather undisturbed strata samples for insvestigation 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 ChargeThe diameter of bore in over burden shall be 100mm and of NX size (50mm) in other strata . The item shall also include M S casing pipe of 2.5 mm thick plate in over burdan only and shall be 1.0 m above GL with cap over it. |
| 30 | Taking vertical Trial bore (c. In weathered rock/soft rock) |
| 31 | Item no.2 -Recuperation /Yield test For LPS More than 25000 |
| 32 | Item no.3. :- Excavation in general in soft material comprising of soft soil soft murum sand hard murum with boulders in wet or dry condition for head works i.e. intake well connecting pipe jack well pump house supply well etc for lift 0 to 1.5 M and lead of 150 M including barricading guarding disposing of surplus excavated stuff within a radius of 0.5 km as directed by Engineer -in-charge etc complete excluding refilling. For Head works or nalla or any other site of GSDA for initial lift of 0 to 1.5 M etc complete. |
| 33 | Lift 0.00 - 1.50 M |
| 34 | Item No. 4 :- Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M on River |
| 35 | Lift 1.50 - 3.00 M |
| 36 | Lift3.00 - 4.50 M |
| 37 | Lift4.50 - 6.00 |
| 38 | Lift6.00 - 7.50 |
| 39 | Lift7.50 - 9.00 |
| 40 | Lift9.00 - 10.50 |
| 41 | Lift 10.50 - 12.00 |
| 42 | Lift 12.00 - 13.50 |
| 43 | Lift 13.50 - 15.00 |
| 44 | Item No. 5 :- Providing and laying in situ following grades of CC of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering form work, compacting and curing finishing etc. complete |
| 45 | M-15 grade ( with 12 mm to 20 mm metal) 1:2:4 |
| 46 | 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, 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 finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo 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 |
| 47 | For Beam M-200 |
| 48 | For vertical Wall M-200 |
| 49 | Item No. 7 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles caps, footings, foundations, slabs, beams, columns, canopies, staircase 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 - Tor Steel |
| 50 | Item No. 8 :- Providing stuctural 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 coats of anticorrosive paint and over it two coats of oil painting, etc. complete. |
| 51 | 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. |
| 52 | Item No 10 :-Providing 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 ant-corrosive paint, etc complete as directed by Engineer-in-charge. |
| 53 | Item No. 11 :-Providing and fixing 80 mm dia A.C./ P.V.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. |
| 54 | 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. |
| 55 | SUB WORK NO 4 :- PUMPING MACHINERY FOR MOTEWADI,TUPEWADI,YADAVWASTI |
| 56 | Item No1)Submerssible Monoblock Pumpset |
| 57 | Providing, erecting and giving test of Submerssible Monoblockpump set conforming to IS 9079 operating at 2900 RPMwith CI impeller, priming funnel, cock, suitable flanges atsuction and delivery side. Pump shall have common shaftfor pump and motor. Motor shall be suitable for working on415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall beTEFC type. Pump set shall be suitable for working atvarious discharge and head requirements. Pump shall beerected on Provided C.C. foundation block with suitablefoundation bolts grouted in C.C. foundation block.. |
| 58 | 150mm dia Upto 8stage 7.50 HP Submerssible Pumpset DSR MJP Mech/Ele DSR 21-22 PM 1-2-7/2FOR MOTEWADI |
| 59 | 150mm dia Upto 12 stage7.50 HP Submerssible Pumpset DSR MJP Mech/Ele DSR 21-22 PM 1-2-7/2FOR TUPEWADI |
| 60 | Item No 2 )- Sluice Valve class 150 |
| 61 | Providing and lowering laying double flange sluice valve conforming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc complete. |
| 62 | 80 mm dia PN 1.0 |
| 63 | Item No 3 )-REFLUXVALVE |
| 64 | Providing & supplying and laying ISI mark CI D/F reflux valves (Non return Valves) of following dia including all taxes (central and local)railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto departmental stores/site unloading stacking etc complete .Reflux Valves as per I.S 5312 Part I (1984) |
| 65 | 80 mm dia PN 1.0 |
| 66 | Item No 4 ) G.I. PIPE |
| 67 | Providing ISI G.I pipe of following class and dia including all statutary duties and taxes such as GST levied by GoI and GoM in all respect inspection charges transportation to stores etc complete as per IS-1239/2004 |
| 68 | Note :- One Couplar shall be provided with each full length of pipe cost of which is included in rates below. |
| 69 | 80mm dia GI pipe Medium Class |
| 70 | Item No- 5 ) Panel Board |
| 71 | Providing ,errecting control panel for 3ph,415volt AC submerssible/centrifugal pump set upto 7.5 Hp consisting of DOL Starter having relay range 9-14 AMP,S.P.P,Combined ammeter/voltmeter,phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection Control Panel Should offer single phase reversal ,phase imbalance etc. |
| 72 | Item No-6 B ) Direct - On - Line Starter ( Assembled ) |
| 73 | Supplying & erecting assembleed DOL Starter to operate Squirrel cage induction Motor working on 380-440 Volts, 3 phasde, 50 Hz with no volt coil, over load element, & ON - OFF push buttons, with necessary material & connected to supply, etc complete. Starter with original sheet steel encloser. upto 7.50 HP |
| 74 | Item No-6 C ) Capacitor Bank |
| 75 | Supplying & 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. |
| 76 | Item No:- 7)CABLE |
| 77 | 1) 3 core PVC insulated PVC sheathed copper conductor flat submersible cable |
| 78 | Supplying and erecting flat flexible submersible cable with copper conductor PVC insulated and PVC sheathed. |
| 79 | 3 core 4 sq mm |
| 80 | 2) Aluminium conductor 4 core XLPE/ PVC insulated and armoured cable. |
| 81 | Supplying and erecting XLPE/ PVC insulated and armoured cable. 1100 V grade with ISI mark Four core solid/standard aluminium conductor with 6 mm thick 25 mm width M.S spacer with G.I earth wire 6 sq mm complete erected on all / on pole with 25X3 mm M.S clamps or in provided trench in an approved manner. |
| 82 | 4 core 10 sq mm |
| 83 | Item No-8) EARTHING |
| 84 | Providing earthing with Galvanized cast 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 |
| 85 | SUBWORK NO 5 :- RISING MAIN |
| 86 | Item No-1 |
| 87 | Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint |
| 88 | 90 mm dia HDPE 6 kg/cm2 |
| 89 | Item No-2 |
| 90 | Providing ISI mark G.I. pipe of following class anddia. excluding GST levied by GOI & GOM in allrespect, inspection charges, transportation tostores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with eachfull length of pipe cost of which is included inrates below. |
| 91 | 80 mm. M-CLASS |
| 92 | Item No-3 |
| 93 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR |
| 94 | Couplers 90 |
| 95 | Elbow 90 Deg. 90 |
| 96 | Elbow 45 Deg. 90 |
| 97 | Item No-4 |
| 98 | Providing & supplying in standard lengths ISI marks regid unplasticised PVC pipes suitable for potabale water with sovelent cement joints including cost of coupelers as per IS specifications No 4985 /1988 including all local & central taxes, transportations, freight charges ,inspection charges, loading unloading, conveyance to the depatmental store / site & stacking the same in closed shed duly protected from sunrays and rains including cost of jointing materials i.e solvent cement etc complete. |
| 99 | 90 mm dia PVC 6 kg/cm2 |
| 100 | 75 mm dia PVC 6 kg/cm2 |
| 101 | Item No-5 |
| 102 | Providing & supplying C.I.D.F Sluice Valves with jointining to pipe work (all hardware & Packing) water works quality with non rising spindle, handle wheel without byepass arrangement spindles ofstainless steel as per requirment |
| 103 | 80 mm dia PN 1.Sluice Valves |
| 104 | 80 mm dia PN 1.reflux valves |
| 105 | 40 mm Dia Air valve |
| 106 | Item No-6 |
| 107 | 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 108 | Soil |
| 109 | Hard Murum |
| 110 | Soft Rock |
| 111 | Hard Rockby Blasting |
| 112 | Hard rock by cheisling |
| 113 | Item No-7 |
| 114 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 115 | Item No-8 |
| 116 | Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like E |
| 117 | 90 mm dia HDPE 6 kg/cm2 |
| 118 | Item No-9 |
| 119 | Lowering, laying and jointing G. I. pipes andspecials of following class and diameter includingconveyance from stores to site of works, all labour,etc. complete either underground or in verticalposition, as directed by Engineer-in-charge. |
| 120 | 80 mm. M-CLASS |
| 121 | Item No-10 |
| 122 | Lowering laying and jointing following PVC pipes of various classes with PVC specials of suitable diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials, labour, giving hydraulic testing as per IS codeetc. complete. |
| 123 | 90 mm dia PVC 6 kg/cm2 |
| 124 | 75 mm dia PVC 6 kg/cm2 |
| 125 | Item No-11 |
| 126 | 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. |
| 127 | 80 mm dia PN 1.Sluice Valves |
| 128 | 80 mm dia PN 1.reflux valves |
| 129 | 40 mm Dia Air valve |
| 130 | Item No-12 |
| 131 | Providing and fixing CI 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 |
| 132 | 100 mm x 225 mm (20 kg) |
| 133 | Item No-13 |
| 134 | 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 liftsincluding consolidation, surcharging, etc. complete. |
| 135 | Item No-14 |
| 136 | Providing and laying in situ cement concrete M-15 oftrap/granite/gnies stone metal for foundation and beddingincluding bailling out water formwork and compacting and curingetc. complete. |
| 137 | Item No-15 |
| 138 | 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 reciproc |
| 139 | 90 mm dia HDPE 6 kg/cm2 |
| 140 | Item No-16 |
| 141 | Providing and fixing in position air valveshaft including providing and fixing GIMedium Class or 6 mm thick M.S. pipe shaft2.70 M long over branch flange of air valvetee, providing PCC block of M-150 concrete,150 mm thick around the air valve teeincluding encasing of vertical shaft in PCC M-150 as shown in type design together withproviding and making flanged joints whereverrequired and fixing of air valve tee, etc.complete as per type design and as directedby Engineer -in- charge for followingdiameters of pipe lines (type design |
| 142 | upto 150mm |
| 143 | SUBWORK NO 6 :- RCC ESR AT MOTEWADI (27000 LITRES 12.00 M ST HEIGHT) |
| 144 | Item No. 1 |
| 145 | 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 meters centre to centre including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab |
| 146 | and epoxy paint to internal surface & anti-termite treatment forunderground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge |
| 147 | A) Capacity 27,000 ltrs. & Staginght. 12.00 m |
| 148 | Item No. 2 |
| 149 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with eachfull length of pipe |
| 150 | A ) GI Pipes |
| 151 | 80 mm Dia Medium ClassFor Inlet Outlet Washout and Overflow etc |
| 152 | B) M.S Specials |
| 153 | Item No. 3 |
| 154 | Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete |
| 155 | C) CI / DF Sluice Valve |
| 156 | 80 mm dia PN 1 |
| 157 | SUBWORK NO 6 :- RCC ESR AT TUPEWADI(16500 LITRES 12.00 M ST HEIGHT) |
| 158 | Item No. 1 |
| 159 | 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 meters centre to centre including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab |
| 160 | and epoxy paint to internal surface & anti-termite treatment forunderground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge |
| 161 | A) Capacity 16500 ltrs. & Staginght. 12.00 m |
| 162 | Item No. 2 |
| 163 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with eachfull length of pipe |
| 164 | A ) GI Pipes |
| 165 | 80 mm Dia Medium ClassFor Inlet Outlet Washout and Overflow etc |
| 166 | B) M.S Specials |
| 167 | Item No. 3 |
| 168 | Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete |
| 169 | C) CI / DF Sluice Valve |
| 170 | 80 mm dia PN 1 |
| 171 | SUBWORK NO 7 :- RCC ESR AT YADAVWASTI (11500 LITRES 12.00 M ST HEIGHT) |
| 172 | Item No. 1 |
| 173 | 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 meters centre to centre including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab |
| 174 | and epoxy paint to internal surface & anti-termite treatment forunderground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge |
| 175 | A) Capacity11500 ltrs. & Staginght. 12 m |
| 176 | Item No. 2 |
| 177 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with eachfull length of pipe |
| 178 | A ) GI Pipes |
| 179 | 80mm Dia Medium ClassFor Inlet Outlet Washout and Overflow etc |
| 180 | B) M.S Specials |
| 181 | Item No. 3 |
| 182 | Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete |
| 183 | C) CI / DF Sluice Valve |
| 184 | 80 mm dia PN 1 |
| 185 | SUBWORK NO 7 :- RCC ESR AT BANWASTI (10000 LITRES 9.00 M ST HEIGHT) |
| 186 | Item No. 1 |
| 187 | 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 meters centre to centre including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab |
| 188 | and epoxy paint to internal surface & anti-termite treatment forunderground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge |
| 189 | A) Capacity10,000 ltrs. & Staginght. 9.00 m |
| 190 | Item No. 2 |
| 191 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with eachfull length of pipe |
| 192 | A ) GI Pipes |
| 193 | 80mm Dia Medium ClassFor Inlet Outlet Washout and Overflow etc |
| 194 | B) M.S Specials |
| 195 | Item No. 3 |
| 196 | Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete |
| 197 | C) CI / DF Sluice Valve |
| 198 | 80 mm dia PN 1 |
| 199 | SUBWORK NO 9 :- DISTRIBUTION SYSTEM. |
| 200 | Item No-1 |
| 201 | Providing & supplying in standard lengths ISI marks regid unplasticised PVC pipes suitable for potabale water with sovelent cement joints including cost of coupelers as per IS specifications No 4985 /1988 including all local & central taxes, transportations, freight charges ,inspection charges, loading unloading, conveyance to the depatmental store / site & stacking the same in closed shed duly protected from sunrays and rains including cost of jointing materials i.e solvent cement etc complete. |
| 202 | 110 mm dia PVC 4 kg/cm2 |
| 203 | 90 mm dia PVC 4 kg/cm2 |
| 204 | 75 mm dia PVC 4 kg/cm2 |
| 205 | 63 mm dia PVC 4 kg/cm2 |
| 206 | Item No-2 |
| 207 | Providing ISI mark G.I. pipe of following class anddia. excluding GST levied by GOI & GOM in allrespect, inspection charges, transportation tostores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with eachfull length of pipe cost of which is included inrates below. |
| 208 | 65 mm dia GI pipe M-Class |
| 209 | Item No-3 |
| 210 | Providing ISI standard PVC / GI specials suitable for above pipes including all material & labour cost including all taxes and duties etc complete |
| 211 | 5 % of pipe cost |
| 212 | Item No-4 |
| 213 | Providing & supplying C.I.D.F Sluice Valves with jointining to pipe work (all hardware & Packing) water works quality with non rising spindle, handle wheel without byepass arrangement spindles ofstainless steel as per requirement |
| 214 | 100 mm dia PN 1.Sluice Valves |
| 215 | 80 mm dia PN 1.Sluice Valves |
| 216 | 65 mm dia PN 1.Sluice Valves |
| 217 | 50 mm dia PN 1.Sluice Valves |
| 218 | Item No-5 |
| 219 | 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 220 | Soil |
| 221 | Hard Murum |
| 222 | Soft Rock |
| 223 | Hard Rockby cheisling |
| 224 | Item No-6 |
| 225 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 226 | Item No-7 |
| 227 | Lowering laying and jointing following PVC pipes of various classes with PVC specials of suitable diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials, labour, giving hydraulic testing as per IS codeetc. complete. |
| 228 | 110 mm dia PVC 4 kg/cm2 |
| 229 | 90 mm dia PVC 4 kg/cm2 |
| 230 | 75 mm dia PVC 4 kg/cm2 |
| 231 | 63 mm dia PVC 4 kg/cm2 |
| 232 | Item No-8 |
| 233 | Lowering, laying and jointing G. I. pipes andspecials of following class and diameter includingconveyance from stores to site of works, all labour,etc. complete either underground or in verticalposition, as directed by Engineer-in-charge. |
| 234 | 65 mm dia GI pipe M-Class |
| 235 | Item No-9 |
| 236 | 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. |
| 237 | 100 mm dia PN 1.Sluice Valves |
| 238 | 80 mm dia PN 1.Sluice Valves |
| 239 | 65 mm dia PN 1.Sluice Valves |
| 240 | 50 mm dia PN 1.Sluice Valves |
| 241 | Item No-10 |
| 242 | Providing and fixing CI 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 |
| 243 | 100 mm x 225 mm (20 kg) |
| 244 | Item No-11 |
| 245 | 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 liftsincluding consolidation, surcharging, etc. complete. |
| 246 | Item No-12 |
| 247 | Providing and laying in situ cement concrete M-15 oftrap/granite/gnies stone metal for foundation and beddingincluding bailling out water formwork and compacting and curingetc. complete. |
| 248 | Item No-13 |
| 249 | 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 forfilling safe water using reciprocating type pumps which should be able to providespecified test pressure gauges and other necessary equipments, labour, operationcharges, etc. required for testing. The rateunder this item shall also include cost of retesting, if necessary and reinstating tooriginal position. |
| 250 | 110 mm dia PVC 4 kg/cm2 |
| 251 | 90 mm dia PVC 4 kg/cm2 |
| 252 | 75 mm dia PVC 4 kg/cm2 |
| 253 | 63 mm dia PVC 4 kg/cm2 |
| 254 | Item No-14 |
| 255 | Hydraulic testing of G. I. pipe line to specifiedpressure including cost of all materials and labourand water for testing for the length upto 1km usingreciprocating type pumps which should be able toprovide specified test pressure gauges and othernecessary equipments, labour operation chargesetc. required for testing, The rates under this itemshall also include cost of retesting if necessary andreinstating to original postion. |
| 256 | 65 mm dia GI pipe M-Class |
| 257 | Item No-15 |
| 258 | Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline,irrespective of diameter of branch line.(The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) |
| 259 | 80 mm Dia |
| 260 | SUB WORK NO 10 - NAME BOARD |
| 261 | Item No 1 :- Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including,excavation, refilling, transportation, and labour etc complete.Spec. No. As directed by Engineer in Charge |
| 262 | SUB WORK NO 11- TRAIL RUN |
| 263 | Item No 1 :- 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 for individual scheme and 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. |
AI Tender Summary
Tender Timeline
Jul 22, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 18, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 21, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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