Under Jal Jeevan Mission Programme Govardhan Water Supply Scheme Tal. Nashik Dist.Nashik
Tender Value
3.95 Crore
Estimated cost
Bid Submission
17 Feb 2022
0 days left
EMD
1.98 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
govardhan → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Under Jal Jeevan Mission Programme Govardhan Water Supply Scheme Tal. Nashik Dist.Nashik
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work No.1 : Sump at Existing RCC ESR CAP. 3,00,000 Ltrs.Item No.1 : Item No.2 : 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 for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 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 chargesincluding 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 Stainless steel ladder inside and M.S. ladder with G.I. railingoutside, 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 acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground 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. Other detail as per respective DSR ESR of capacity 3,00,000 Lits. |
| 2 | Item No.2 : Providing and supplying ISI standard DI double flanged pipes including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loadinginto truck transport to stores / site, unloading etc. complete as directed by Engneer-in-charge 250 mm dia C.I. DF Pipe |
| 3 | Item No.3 : 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. complete. 250 mm dia. Sluice Valve |
| 4 | Item No.4 : Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loadinginto truck transport to departmental store /site, unloading stacking etc. complete. a) Up to 150 mm dia. |
| 5 | Sub Work No.2 Switch RoomItem No.1 : Excavation for foundation / pipe trenches in earth, soils of all types, gravel & soft murum, includingremoving the excavated material upto a distance of 50 M & lift as below, stacking & spreading as directed, normal dewatering, preparting the bed for foundation and excluding backfilling ramming watering including shoring and strutting etc complete. a) Soft Soil Soft murum, |
| 6 | Item No.2 : Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. |
| 7 | Item No.3 : Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15cm. to 20cm. including watering and compaction etc. complete. Spec. No. : Bd.A. 11/Page No. 263 |
| 8 | Item No.4 : Providing and laying in situ Cement concrete of M-15 grade of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillages, strip footing of RCC cloumus and steel stanchions including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin curing and roughening the surgace if special finish is to be provided (Excluding reinforcement & structural steel) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only (Wooden planks / shuttering will not be allowed) PCC 1:3:6 |
| 9 | Item No.5 : Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special 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 .) a) R.C.C M-200 Footing |
| 10 | b) RCC M-200 Column |
| 11 | c) RCC M-200 Beam |
| 12 | d) RCC M-200 Chajja |
| 13 | e) RCC M-200 Slab |
| 14 | Item No.6 : Providing second class Burnt Brick masonry with conventional /I.S.type bricks in cement mortar 1:6 in super structure in cluding striking joints, raking out joints, watering and scaffolding etc. Complete |
| 15 | Item No.7 : Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear) |
| 16 | Item No.8 : 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 |
| 17 | Item No.9 : Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) a) TMT steel from other plant |
| 18 | Item No.10 : Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 withoutneeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. |
| 19 | Item No.11 : Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 20 | Item No.12 : Providing and laying cement concrete flooring 50 mm thick with 1:2:4 cement concrete laid to proper level and slope in alternate bays including compaction filling joints, marking lines to give the appearance of tiles of 30cm x 30cm or other size laid diagonally / square etc finishing smooth (with extra cement ) in any colour as directed and curing etc. complete. |
| 21 | Item No.13: Providing & applying washable oilbound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. |
| 22 | Item No.14 : Providing and applying whitewash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down etc. complete. |
| 23 | Item No.15 : Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 24 | Sub Work No.3 : Pure Water Gravity MainItem No. 1 : 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 or flanged jointexcluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking t he same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete 180 mm dia. HDPE 6 kg/cm2 |
| 25 | Item No.2 : Providing and supplying PVC specials suitable for PVC pipes of above dia. .. Etc complete |
| 26 | Item No.3 : Providing ISI mark DI pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note ; 1) One couplershall be provided with each full length pipe, cost of which is included in rates below.180 MM dia. D.I. |
| 27 | Item No.4 : Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s tandard specifications of approvedmake 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. 80 mm dia. Air Valve |
| 28 | Item No.5 : 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. complete. 200 mm dia. Sluice Valves PN - 1.0 |
| 29 | 150 mm dia. Sluice Valves PN - 1.0 |
| 30 | Item No.6 : 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. a) Earth, soils of all types, sand, gravel and soft murum. |
| 31 | Item No.7 : Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. b) Hard murum and boulders, W.B.M. road. |
| 32 | Item No.8 : 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-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.c) Soft rock and old cement and lime masonry foundition as phalt road |
| 33 | Item No.9 : Excavation for foundation / pipe trenches 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. Hard Rock |
| 34 | Item No.10 : 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. |
| 35 | Item No.11 : Lowering, Laying and Jointing H. D. P. E. pipes in proper position including all specials bycompression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in chargeHDPE Pipe 180 mm dia. 6 kg/cm2 PVC Pipe |
| 36 | Item No.12 : Lowering, laying and jointing D. 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..180 mm dia D.I. Piep |
| 37 | Item No.13 : Providing and laying in situ cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) M-150 |
| 38 | Item No.14 : Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) a) Foundation on Hard strata |
| 39 | Item No.15 : Lowering laying and jointing in position following Ci/D/F Reflux valves. Butterfly valves and sluice valves including cost of all labour joining material,inclduing nut bolts and giving satifactory hydraulic testing etc complete. 180 mm dia. PN 1.6 |
| 40 | 150 mm dia. Sluice Valves PN - 1.0 |
| 41 | Item No.16 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 to 20 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 42 | Item No.17 : Providing and constructing B.B. masonry valve chamber with 158 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 23 mm thick, with cast iron frame and cover etc.complete as directed by Engineer-in-charge. Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M As above of 90 x 45 cm internal size and depth upto 1.2 M valve Chamber with Precast RCC Covers. |
| 43 | Item No.18 : Hydraulic testing of HDPE double wall corrugated pipe for non pressure underground 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 etc complete. 180 mm dia. |
| 44 | Item No.19 : Supply, install and commission Electromagnetic flow meter (emf) as per ISO4064, for Raw/Pure Water with accuracy +/- 0.5% of measured valve & protection as per given specification for size 100mm-1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 meter built in GSM (with Simcard and and its charges, valid leveling and instalation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months gurantee etc complete, as may be required at site & based on techical specification. 180 mm Nominal Diameter Flowmeter |
| 45 | Sub Work No.4 : Pumping Machinery (15.00 BHP)Item No.1 : Providing, erecting andgiving test of Centrifugal Monoblock pump set conforming to IS 9079 operarting at 2900 RPM with CI impeller, Priming funel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V = 10%, 3 ph 50 Hz. A.C. Supply Motor shall be TEFC type, Pump set shall be suitable for working at various discharge and head requirements. Pump shall be erected on Provided C.C. foundation block with suitable foundation bolts grouted in C.C. foundation block 15.00 HP Centrifugal PUMP |
| 46 | Item No.2 : Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 100 mm dia GI B Class pipe |
| 47 | Item No.3 : Providing and supplying ISI standard GI specials & fitting 100 mm dia. GI 6 kg/cm2 |
| 48 | Item No.4 : 3 core PVC Insulated, PVC sheathed copper counductor flat submersible cable Supplying and erecting, flat fiexble cable with, Copper Conductor PVC insulated, and PVC sheathed (3 core 6 sqmm) |
| 49 | Item No.5 : Providing and fixing M.S. clamps for Holding 50 mm dia G.I. pipe etc complete |
| 50 | Item No.6 : Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c. Submersible/centrifugal pump set upto 7.5- 10 HP consisting of DOL starter having relay range 13-21 AMP,S.P.P.,ombined ammeter/voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof encloser with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase inbalence etc ( Automatic Control Panel Board ) |
| 51 | Item No.7 : Providing tool for Pumping |
| 52 | Item No.8 : Aluminium conductor 4 core, XLPE / PVC insulated & armoured cable supplying and erecting, XLPE / PVC insulated armoured cable 1100 V grade with ISI mark Four core, solid / stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq. mm, complete erected on wall/ on pole with 25 x 3 mm M.S. clamps or in providing trench in an approved manner |
| 53 | Item No. 9 : Providing pipe type earthing with 40 mm. dia.G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification No. EA-EP |
| 54 | Item No. 10 : Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m liftcomplete with load chain and hand chain suitable for above lift, tested to 50% overload as per IS 3832 carrying ISI mark.1 Tonne Capacity |
| 55 | Sub Work No.5 : Pure Water Rising MainItem No. 1 : 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 statutary duties and taxes such as GST levied by Gol and GoM in all respect, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). Note ; 2) One coupler & required cement solvent shall be provided with each full length pipe, cost of which is included in rates below.200 mm dia 6 kg/cm2 PVC Pipe |
| 56 | Item No.2 : Providing and supplying PVC specials suitable for PVC pipes of above dia. .. Etc complete |
| 57 | Item No.3 : Providing ISI mark DI pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note ; 1) One couplershall be provided with each full length pipe, cost of which is included in rates below. 200 MM dia. K9 |
| 58 | Item No.4 : Providing and fixing in positing and jointing high performance C.I. Air valves for water compination type (Kinetic Air vlve along with automatic Air Valve) double ball, double orifice with stainless steel ball, tamper proof ate vents rolling seal mechanism for air release and anti vacuum application designed for 16 Kg per sq.cm working pressure and tested for 20 for kg per sqcn pressure (rate to include cost of gaskets bolt nut and any other material required for jointing and its transportation etc excluding GST levied by GOI and GOM in all respect. 50 mm dia. |
| 59 | Item No.5 : 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. complete. 200 mm dia. Sluice Valves PN - 1.0 |
| 60 | Item No.6 : 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. a) Earth, soils of all types, sand, gravel and soft murum. |
| 61 | Item No.7 : Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. b) Hard murum and boulders, W.B.M. road. |
| 62 | Item No.8 : 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-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.c) Soft rock and old cement and lime masonry foundition as phalt road |
| 63 | Item No.9 : Excavation for foundation / pipe trenches 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. Hard Rock |
| 64 | Item No.10 : 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. |
| 65 | Item No.11 : 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). PVC Pipe 200 mm dia. 6kg/cm2 |
| 66 | Item No.12 : Lowering, laying and jointing D. 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. 200 mm dia D.I.K-9 |
| 67 | Item No.13 : Providing and laying in situ cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks / shuttering will not be allowed) M-150 |
| 68 | Item No.14 : Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) a) Foundation on Hard strata |
| 69 | Item No.15 : Lowering laying and jointing in position following Ci/D/F Reflux valves. Butterfly valves and sluice valves including cost of all labour joining material,inclduing nut bolts and giving satifactory hydraulic testing etc complete. 200 mm dia. PN 1.6 |
| 70 | Item No.16 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 to 20 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 71 | Item No.17 : Providing and constructing B.B. masonry valve chamber with 158 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 23 mm thick, with cast iron frame and cover etc.complete as directed by Engineer-in-charge. Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M As above of 90 x 45 cm internal size and depth upto 1.2 M valve Chamber with Precast RCC Covers. |
| 72 | Item No.18 : Hydraulic testing of HDPE double wall corrugated pipe for non pressure underground 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 etc complete. 250 mm dia. |
| 73 | Sub Work No.6 : RCC ESR CAP. 1,00,000 Ltrs. (St.H.10 M. BC-20.00 M)Item No.1 : Item No.2 : 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 for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 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 chargesincluding 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 Stainless steel ladder inside and M.S. ladder with G.I. railingoutside, 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 acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground 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. Other detail as per respective DSR ESR of capacity 1,00,000 Lits. (St.H.10 M. BC-20.00 M) |
| 74 | Item No.2 : Providing and supplying ISI standard CI double flanged pipes including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loadinginto truck transport to stores / site, unloading etc. complete as directed by Engneer-in-charge 200 mm dia C.I. D.F.pipe |
| 75 | Item No.3 : Providing & Supplying double flange short body pattern type manually operated Butterfly Valve havin body. disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally Conforming in BS 5155, synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings execulding C.C. foundation / structural steel support confirming to IS 13095-1991 A) Sluice Valve 200 mm dia. |
| 76 | B) Sluice valve 100 mm |
| 77 | Item No.4 : Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loadinginto truck transport to departmental store /site, unloading stacking etc. complete. a) Up to 150 mm dia. |
| 78 | Sub Work No.7 : Distribution SystemItem No. 1 : 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 statutary duties and taxes such as GST levied by Gol and GoM in all respect, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).110 mm dia 4 kg/cm2 PVC Pipe |
| 79 | 90 mm dia 4 kg/cm2 PVC Pipe |
| 80 | Item No.2 : Providing and supplying C.I./D.I./M.S. specials suitable for D.I.pipes including cost of all taxes, tranportations to site of works, loading, unloading, stacking etc complete |
| 81 | Item No.3 : Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note ; 1) One couplershall be provided with each full length pipe, cost of which is included in rates below.80 MM dia. G.I. pipe Medium class |
| 82 | 100 mm dia Medium Class |
| 83 | Item No.4 : Providing & Supplying double flange short body pattern type manually operated Butterfly Valve havin body. disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally Conforming in BS 5155, synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings execulding C.C. foundation / structural steel support confirming to IS 13095-1991 A) Sluice Valve 100 mm dia. |
| 84 | B) Sluice valve 80 mm |
| 85 | Item No.5 : 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. a) Earth, soils of all types, sand, gravel and soft murum. |
| 86 | Item No.6 : Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. b) Hard murum and boulders, W.B.M. road. |
| 87 | Item No.7A : 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-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.c) Soft rock and old cement and lime masonry foundition as phalt road |
| 88 | Item No.7B : 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. d) 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. |
| 89 | Item No.8 : 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). 110 mm dia. 4 kg/cm2 PVC Pipe |
| 90 | 90 mm dia. 4 kg/cm2 PVC Pipe |
| 91 | 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..80 mm dia G.I. Medium Class Pipes |
| 92 | 100 mm dia Medium Class |
| 93 | Item No.10 : Lowering laying and jointing in position following Ci/D/F Reflux valves. Butterfly valves and sluice valves including cost of all labour joining material,inclduing nut bolts and giving satifactory hydraulic testing etc complete. (Rate for all class of Sluice Valves.) 100 mm dia. Sluice Valve PN - 1.0 |
| 94 | 80 mm dia. Non Return Valve PN - 1.0 |
| 95 | Item No.11 : 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. |
| 96 | Item No.12 : Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.PCC 1:2:4 (M-150) for pipe encasing |
| 97 | Item No.13 : Providing 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 23 mm thick, with cast iron frame and cover etc.complete as directed by Engineer-in-charge. Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M As above of 90 x 45 cm internal size and depth upto 1.2M |
| 98 | Item No.14: Hydraulic testing of PVC pipe line to specified pressure includingcost ofall materialsandlabourandwaterfortestingfor specifiedlengthincludingcutting,placingend capmakingarrangementforfillingsafewater usingreciprocatingtypepumpswhichshould beabletoprovidespecifiedtestpressure gauges and other necessary equipments, labour,operationcharges,etc.requiredfor testing.Therateunderthisitemshallalso includecostofretesting,ifnecessaryand reinstating to original position.110 mm dia PVC pipe 4Kg/cm² |
| 99 | 90 mm dia PVC pipe 4Kg/cm² |
| 100 | Sub Work No.8 : Trial Run.Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.(3 Months) |
| 101 | Item No.2 : Provision for chemicals required for running the scheme for 3 months. Including cost of transportation, octroi charges, loading, unloading etc complete. |
| 102 | Item No.3 : Provision for Electricity charges for running the Scheme for 3 months. |
| 103 | Provision for MSEB Charges |
AI Tender Summary
Tender Timeline
Feb 04, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 17, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 19, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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