Piped Water Supply Scheme At Sundi Tal Chandgad Dist Kolhapur. ( Jjm 2021-22 )
Tender Value
35.87 Lakhs
Estimated cost
Bid Submission
17 Aug 2022
0 days left
EMD
35872
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chandgad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Piped Water Supply Scheme At Sundi Tal Chandgad Dist Kolhapur. ( Jjm 2021-22 )
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work 01- Strengthening of Ex RCC Collecting ChamberProviding and casting in situ C.C. of trap/granite/ quartzite/gneiss metal of approved quality for RCC work as per detailed by Engineer-in-charge including normal dewatering, centering, formwork, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary and curing, etc complete.((By weigh batching and mix design for M-250 ad 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 - 20 grade- For Wall. |
| 2 | Providing and casting in situ C.C. of trap/granite/ quartzite/gneiss metal ofapproved quality for RCC work as per detailed by Engineer-in-charge includingnormal dewatering, centering, formwork, compaction, finishing the formed surfaces withCM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary and curing, etc complete.((By weigh batching and mix design for M-250 ad M- 300 only. Use of L & T, A.C.C. Ambuja, Birla Gold, Manikgad, Rajashree, etc cement is permitted.Excluding M.S. or TOR reinforcement) For RCC M - 200 grade- For Slab |
| 3 | Providing and fixing in position steel bar reinforcement in position steel bar reinforcement of various diameters for R.C.C. Piles, caps, footings, foundatio-ns, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copints, fins, drawings, and schedules, including cutting, bending, hooking the bars, binding with wires or tack weldingand supporting as required etc. complete. |
| 4 | Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20 tonnes capacity). Size 90X60cm |
| 5 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 6 | Providing, hoisting and fixing in position inverted \"J\" type 100 mm dia C.I. cowl type ventilators with mosquitoproof aluminium mesh at top in including applying 2 coats of anti-corrosive paint, etc. complete as directed by Engineerin-charge, weighing not less than 35 kg. |
| 7 | Excavation for foundation / pipe trenches in slush muddy / marshy / slushy / soil including use of poclain, labour for dewatering during execution including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, preparing the bed by cleaning the mud, labour required for execution for shuttering item but excluding backfilling, etc.shuttering shall be paid separately. a) Lift 0.0-1.50M |
| 8 | b) Lift 1.5-3.0M |
| 9 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other 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. completea) Lift 0.0-1.50M |
| 10 | b) Lift 1.5-3.0M |
| 11 | c) Lift 3.00-4.50M |
| 12 | SubworkNo.2 - R.C.C. Collecting Chamber at SundiiExcavation for foundation / pipe trenches in slush muddy / marshy / slushy / soil including use of poclain, labour for dewatering during execution including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, preparing the bed by cleaning the mud, labour required for execution for shuttering item but excluding backfilling, etc.shuttering shall be paid separately. Lift 00 to 1.50m . |
| 13 | 1.5 to 3.0 m Lift |
| 14 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other 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.3.0 to 4.5 m Lift |
| 15 | Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/granite/gneiss metal for foundation and bedding including dewatering formwork, compacting and curing, finishing etc. complete with initial lift of 1.5 M below / above ground level. |
| 16 | Providing and casting in situ C.C. of trap/granite/ quartzite/gneiss metal of approved quality for RCC work as per detailed by Engineer-in-charge including normal dewatering, centering, formwork, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary and curing, etc complete.((By weigh batching and mix design for M-250 ad 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 - 20 grade- For Wall. & Slab |
| 17 | Providing and fixing in position steel bar reinforcement in position steel bar reinforcement of various diameters for R.C.C. Piles, caps, footings, foundatio-ns, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copints, fins, drawings, and schedules, including cutting, bending, hooking the bars, binding with wires or tack weldingand supporting as required etc. complete. |
| 18 | Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20 tonnes capacity). Size 90X60cm |
| 19 | Providing, hoisting and fixing in position inverted ‘J’ type 100 mm dia. C.I. cowl type ventilators with mosquitoproof aluminium mesh at top including applying 2 coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge, weighing not less than 35 kg. |
| 20 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 21 | 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 |
| 22 | Lowering, laying and jointing in position following C.I. D/F Reflux vales, Buttefly valves and sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves).80 mm dia. CIDF Sluice Valve PN-1 |
| 23 | Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete. |
| 24 | Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved transportation of materials to site of works,including screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge.a) 40mm Gauge metals |
| 25 | b) 12mm to 20mm gauge metals |
| 26 | c) 6mm to 12mm gauge metals |
| 27 | d) Coarse Sand |
| 28 | Excavation for foundation / pipe trenches in slush muddy / marshy / slushy / soil including use of poclain, labour for dewatering during execution including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, preparing the bed by cleaning the mud, labour required for execution for shuttering item but excluding backfilling, etc.shuttering shall be paid separately.Lift 0-1.5 M |
| 29 | Lift 1.5 -3.0 M |
| 30 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other 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. completeLift 0-1.5 M |
| 31 | Lift 1.5 -3.0 M |
| 32 | Lift 3.00- 4.50 m |
| 33 | Sub Work-No.03- Gravity Main 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 flangedfreight charges, inspection charges, loading / unloading conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete90 mm HDPE-6Kg |
| 34 | Providing and supplying D.I/C.I/HDPE/ M.SSpecials 10% of pipes cost - For HDPE pipes |
| 35 | Providing ISI mark GI pipes of following class and dia. Including all local and central taxes , octroi, third party inspection charges, transportation to stores , etc. complete80 mm dia. GI medium class. |
| 36 | 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.80 mm dia CIDF Sluice valve |
| 37 | Providing and supplying Air Valves as per IS-14845 / 2000 and MJP\"s standard specifications of approved make and quality of following diameters including all taxes (Central and Local), railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / site,unloading and stacking etc. complete. 25 mm dia. Singl Ball flanged type PN-1- |
| 38 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, includingremoving 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. Lift 0 to 1.5 M |
| 39 | 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. Lift 0 to 1.5 M |
| 40 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 41 | 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. (Bd-A-5/259). Lift 0 to 1.5 M |
| 42 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including 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. Lift 0 to 1.5 M |
| 43 | Filling in plinth and floors / trenches withexcavated murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 44 | Lowering laying and jointing HDPE /MDPE pipes in proper position including all specials by Compression fitting / Electrofusion and But fusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror/ heater/ But fusion welding machine with hydraulic jack, top laoding clamp etc pump and accessories for hydraulic testing and all labours etc. complete.90-mm dia. |
| 45 | Hydraulic testing of H. D. P. E./M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. 90-mm dia. |
| 46 | Lowering, laying and jointing GI pipes and specialsof following class and diameterincluding cost of conveyance from stores to site of works including cost of all labour, material, giving satisfactory hydraulic test etc. complete.80 mm dia. GI medium class |
| 47 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressureauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.80 mm dia. GI medium class |
| 48 | Lowering, laying, jointing in positionfollowing CIDF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete (Rates for all class of valves )80 mm dia. CIDF Sliuce Valve |
| 49 | Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves.80 mm dia. CIDF Sliuce Valve |
| 50 | 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. Foundation on Murun and Harder Strata.UPTO 150 mm dia |
| 51 | 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. |
| 52 | 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 precast RCC frame and cover, etc. complete Note: Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M )Valve Chamber with Precast R.C.C. covers.size 0.9mx0.6mx1.2m |
| 53 | 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, \"plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only.(excluding M.S. or Tor reinforcement)M-20 for road crossing |
| 54 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.Road Crossings-150 mm NP-II Class |
| 55 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.Road Crossings-150 mm NP-II Class |
| 56 | Sub Work No 04- RCC GSR 10000 lit Capacity For SundiDesigning (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS codeand providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structureRCC GSR 10000 Lit CapNote:- The design shall be in accordance with various relevant I.S. specification (I.S. 456/1978, I.S. 875 - 1987, I.S. 3370 -1965 or revised.)Only M.S. 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 M.S. bars shall not be used Entire structure shall be in M-300 only.The scope of pipe assembly work shall bec upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included.The G.S.R. / Sump above 15 lakh litres capacity shall be in two compartment.The Job includes designing the structure for uplift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineerin- charge. If uplifts considered in design, then these rates shall be increased by 7.5%.G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom.For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside.Cost of pump house is not included in these rates.Above rates are applicable for Seismic Zones 2, 3and 4.75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.Note : Conditions from Sr. No. 1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C. GSRs and sumps. |
| 57 | Providing ISI mark GI pipes of following class and dia. Including all local and central taxes , octroi, third party inspection charges, transportation to stores , etc. complete80 mm dia-GI b class |
| 58 | 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.80 mm dia CI/DF Sluice Valve PN-1 |
| 59 | Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.Double Flanged Specials For all dia. |
| 60 | Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/granite/gneiss metal for foundation and bedding including dewatering formwork, compacting and curing, finishing etc. complete with initial lift of 1.5 M below / above ground level. |
| 61 | Sub Work No 05- Distribution SystemProviding and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).90 mm dia. PVC 4kg/sqcm |
| 62 | 75 mm dia. PVC 4kg/sqcm |
| 63 | Providing ISI mark GI pipes of following class and dia. Including all local and central taxes , octroi, third party inspection charges, transportation to stores , etc.complete.65 mm dia. GI medium class |
| 64 | 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.80 mm dia CIDF Sluice valve |
| 65 | 65 mm dia CIDF Sluice valve |
| 66 | Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift asbelow stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc . complete. 0.0 to 1.50. |
| 67 | Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 68 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 69 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other 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. |
| 70 | 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. |
| 71 | 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, rubberring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).90mm dia. PVC 4kg/sqcm |
| 72 | 75 mm dia. PVC 4kg/sqcm |
| 73 | 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.90mm dia. PVC 4kg/sqcm |
| 74 | 75 mm dia. PVC 4kg/sqcm |
| 75 | Lowering, laying and jointing GI pipes and specialsof following class and diameterincluding cost of conveyance from stores to site of works including cost of all labour, material, giving satisfactory hydraulic test etc. complete.65 mm dia. GI medium class |
| 76 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this itemshall also include cost of retesting if necessary and reinstating to original postion.65 mm dia. GI medium class |
| 77 | Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc cvertical position as directed by Engineer-in-charge .80 mm dia CIDF Sluice valve |
| 78 | 65 mm dia CIDF Sluice valve |
| 79 | Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves.80 mm dia CIDF Sluice valve |
| 80 | 65 mm dia CIDF Sluice valve |
| 81 | Providing and fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavattion fixing in murum packing etc. complete. 100 MM X 225 MM (20 KG/ NO) |
| 82 | Providing & costructing 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 precast RCC frame and cover etc. complete as directed by Engineer-in-chargeChamber size 60X45 X 90 cm |
| 83 | Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with consolidation surcharging etc complete. |
| 84 | 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, \"plywood form work, bully/steel propups, 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)M20 ForPatch Work of Concrete Road |
| 85 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.For Road Crossings-150 mm NP-II Class |
| 86 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.For Road Crossings-150 mm NP-II Class |
| 87 | Subwork No 6 :-RUNNING THE SCHEME (FOR ONE MONTH)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 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.Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.a) For single village ( One Month ). |
| 88 | Add GST 12% |
AI Tender Summary
Tender Timeline
Aug 05, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 18, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender