Tender For Retrofitting To Pipe Water Supply Scheme At Harche Tal. Lanja. Dist. Ratnagiri
Tender Value
80.25 Lakhs
Estimated cost
Bid Submission
19 Jun 2023
0 days left
EMD
80253
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
lanja → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting To Pipe Water Supply Scheme At Harche Tal. Lanja. Dist. Ratnagiri
BOQ
| Sl. No. | Item Description |
| 1 | Harche-Baudhawadi Pwss |
| 2 | Sub work no.1- R.C.C. Well |
| 3 | Item no 1-Excavation in general in softmaterial comprising of soft soils , soft murum,sand ,hard murumwith boulder in wet or dry condition for head works i,e. Intake well ,connecting pipe, Jackwell, pump house, Supply well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, guarding,disposing off surplus excavated stuff within a radius of 0.5 Km.as directed by engg.- in - charges, etc. completeexcluding rifilling. |
| 4 | 0.00 to 1.50m. |
| 5 | 1.50 to 3.00m |
| 6 | 3.00 to 4.50 m. |
| 7 | 4.50 to 6.00m |
| 8 | 6.00 to 7.50m |
| 9 | 7.50 to 9.00m |
| 10 | Item no 2 :-Excavation in general in hardmaterial 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, Jackwell, pump house, Supply well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, guarding,disposing off surplus excavated stuff within a radius of 0.5 Km.as directed by engg.- in - charges, etc. completeexcluding rifilling. |
| 11 | 0.00 to 1.50m. |
| 12 | 1.50 to 3.00m. |
| 13 | 3.00 to 4.50 m. |
| 14 | 4.50 to 6.00m |
| 15 | 6.00 to 7.50m |
| 16 | 7.50 to 9.00m |
| 17 | 9.00 to 10.00m |
| 18 | Item No 3:-Dewatering the excavated tranches and pools ofwater in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance etc.complete |
| 19 | Item No 4:- Providing &laying in situP.C.C. 1:2:4 (M-15) of trap metals as per detailed drawing including formwork compacting curing etc. comp.(R.A 1) |
| 20 | Item No 5:-Providing &laying in situ reinforced cement concrete 1:1.5 :3 (M- 20) of trap metals as per detailed drawing & design including formwork compacting curing etc.comp. |
| 21 | A) Beam |
| 22 | B) Staining 5m to 10m |
| 23 | C) Staining 0 to 5 m |
| 24 | Item No 6:- Providing &fixing 80 m.m.dia A.c. / p. v. c. pipe weap holes at 1.5m c/c staggered including cost of all materials and labour involved with all leads andlifts etc. complete for well staining wallof necessary diameter.etc.complete |
| 25 | Item No 7:-providing &fixing in position Steel reinforcement of verious diameters for R.C.C.pile caps, footings, foundations, slabs, beams, columns, staining walls, etc. as per detailed drawings, designs, & schedules. including cutting, bending, hooking, etc. comp. |
| 26 | Item No 8:-Providing &Fixing in position C. I. dapuri steps of 22mm dia. M. S. bars steps with proper anchorage with applying three coats of anti-corrosive oil paint etc. comleted. |
| 27 | Item No 9 :- Refilling the trenches with available excavated stuff with soft material fist ovar pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 28 | Item No 10 :- Carrying out recuparation/ yield test for ascerting the discharge of constructed well / excavated profile as directed by Engineer- inchage.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise is water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials,overhead,labours etc. complete as directed. The test shall be carried out as per Tech circular No. 2597 dated 20- 11-97 and shall be carried out for 7 days. |
| 29 | Lps more than 25,000 |
| 30 | Lps less than 25,000 |
| 31 | Item No 11 :- Taking Trial Bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gader undisturbed strata samples for in vestigation in all types of strata soft soil, murum,hard murum with boulders, soft rock hard rock & quartzite etc. The itemincludes all Hire & running cost of Callyx Machine conveyingall materials to site of work excluding conveyance of callyx,all over burden strata in glass jar and core samples serially num bered at site in a wooden Core Box, Samples to be taken at 1.0 Minterval and conveying to the place as directed by Engineer - in -charge, The diameter of bore in overburden shall be 100 mm and of NX size (50mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 m above GL with cap over it.In |
| 32 | Weathered rock/soft rock |
| 33 | Item No 12 :- Providing and fixing Name Board giving details of scheme etc.comp. (Market rate) |
| 34 | SUB ESTIMATE NO 2 ( PUMPING MACHINRY ) |
| 35 | Item No. 1-Providing installing, commissioning and testing of submerssible pump set 66LPM discharging water against a total head of 96 m from all causes when running at2900 RPM (Approx) directly coupled to submotor squrrel gage induction type of adquate capacity as per detail specifications.2.0 H.P. 12 Stages |
| 36 | Item No. 2-Providing, erecting , commissioning & testing of floor mounting type L.T. pannel board (skeletion type) as per detail specifications. |
| 37 | Item No. 3-Providing at site and jointing and testing at site of work double flanged type valve as per detail specifications |
| 38 | a) Non return valve (50mm dia) |
| 39 | b)50mm dia Sluice valve |
| 40 | Item No.4-Providing erecting jointing & testing of vertical drop pipe 50 mm dia G.I. medium duty in 1.5m/1.00m or in length as per site condition with heavy duty flanges etc.complete. as per detail specifications. |
| 41 | Item No. 5 -Providing erecting, jointing & testing of required size M.S.D/F specials & pipe & flanges tubes etc.complete as per detail specifications. |
| 42 | Item No. 6-Providing installing and commissioning with test & trial Pr. guage arrangement having range about 15 kg / cm with syphon tube etc. complete |
| 43 | Item No. 7(a) -Providing laying, jointing and testing of PVC water proof sub cable proper conductor of type ( 1x 3 x 2.5) sqm size as per detail specifications. |
| 44 | Item No.7(b) -Providing laying & testing of PVC allu. conductor armoured cable (1x3x4) core size & as per details specifications. |
| 45 | Item No.7(c)-Providing and testing varnished plank 20 mm thick fixed towall cr on provided pannel board for fitting MSEB connection with necessary materials supports etc. complete. |
| 46 | Item No. 7(d)-Excavation of trench in any type of, trench in any type of strata 0.3 mtr width and 0.6 mtr depth including removing of excavated material laying PVC conduit pipe and refilling the trench with excavated material. |
| 47 | Item No. 7e)-Providing and lowering, laying and jointing with provided cable of PVC conduit pipe suitable for insarting cables etc. complete. |
| 48 | Item No.8-Providing, installing, testing, earthing arrangement to installation of motor, L.T. pannel board starter etc. comp. as per details specifications. |
| 49 | Item No.9-Testing operating & trial of pumping machinary & allied equipment as directed by Engineer & as per specification complete. |
| 50 | SUB ESTIMATE NO. 3-RISING MAIN |
| 51 | A) Material Section |
| 52 | Item No.1 -Providing & supplying in standard lengths polyethelene Pipes, conforming to IS 4984/14151/12786/ 13488 with necessary jointing material like mechanical connector i.e.thread/ insert joint/ quick release coupler joint, including all local & central taxes, transportation and freight charges inspection charges, loading/unloading charges, conveyance to the departmental stores/ site & stacking the same in closed shade duely protecting from sunrays & rains, etc. |
| 53 | 63mm dia HDPE pipe -10.00 kg/cm2 |
| 54 | Item No2:- Providng and supplying double flange valve confirming for IS 2906/14846 & 14845/2000 including worn gear arrangement as per test pressurestainless steel spindle, caps &including all taxes transportation etc.complete. |
| 55 | 25mm dia Air valve PN-1 |
| 56 | B) Labour Section |
| 57 | Item No.1-Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 mtrs. and lifts as below, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding backfilling etc.complete. |
| 58 | Item no2 :-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling where necessary & removing the excavated material & stacking it in measu-rable heaps,within a distance of 50 m. |
| 59 | Item No.3 -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 andcompaction, etc. complete. |
| 60 | Item No.4- Lowering laying & jointing H.D.P.E. Pipe by heating to the ends of pipe with the help of tefflon coated electrimirror/heater to the required temparature & then pressing the end together against each other to form a monolithic & leak proof joint by thermosetting process. the pressing may be required to be done with Jack/Hydraulicjack/Vutt fusion machine etc. complete. |
| 61 | 63 mm dia HDPE pipe -10.00 kg/cm2 |
| 62 | Item No.5-Hydraulic testing of HDPE pipe to specified pressure including cost of all Material and labour and water for testing for specified length including cutting placing end cap making arrangment for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauge and other necessary equipments , labours, operation charges etc required for testing. the rate under this item shall also include cost of retesting, if necessary and reinstating to origenal position. |
| 63 | 63 mm dia HDPE pipe -10.00 kg/cm2 |
| 64 | Item No.6 - Lowering, laying and jointing in position following C.I.D./F. sluice valve & Air valve including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. |
| 65 | 25mm dia Air valve1 |
| 66 | Item No.7:-Providing & fixing in position M.S. .Air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting n M - 150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement etc.complete as directed by Engineer in charge. |
| 67 | Item No.8:- -Providing and laying in situ cement concrete mortar 1:2:4 of trap metal for foundation and bedding including bailing out water manually formwork compacting & curing etc. complete. |
| 68 | Item No.9 - 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. |
| 69 | Sub Estimate No.4 ( E.S.R.) |
| 70 | A) Material Section |
| 71 | Item No.1:- Providing ISI mark G.I. pipes of following class and diameters including all local and central taxes, octroi, inspection charges, transportation to stores, etc.complete. |
| 72 | 50mm dia Medium |
| 73 | B) Labour Section |
| 74 | Item No.1-Designing (aesthetically), and constructing RCC elevated servicereservoirs of following capacity with RCC staging consisting ofcolumns, internal and external bracings spaced vertically not morethan 4.5 meters centre to centre distance for ESR having Capacityupto 500 Cum. and not more than 6 m c/c distance forESRs having capacity above 500 cum including excavation inall types of strata, foundation concrete, cement plaster withwater proofing compound to the inside face of the containerincluding refilling disposing of the surplus stuff within a leadof 50 meters, all labour and material charges including lowering,laying, erecting, hoisting and jointing of pipe assembly ofinlet, outlet, washout, overflow and bypass arrangements asper departmental design, providing and fixing accessories suchas Stainless Steel ladder, C. I. manhole frame and covers waterlevel indicatiors, lightening conductor, G. I. pipe railing aroundwalk way and top slab, providing spiral staircase from groundlevel to roof level,M.S.grill gate of 2 mtr.height with lockingarrangement of approved design. B.B. masonry chambers forall valves, ventilating shafts, providing and applying three coatsof Acrylic emulsion with silicon additives Paint to the structureincluding roof slab epoxy painting to internal surface & antitermite treatment for underground parts of the structure. andgiving satisfactory water tightness test as per I.S. code, The jobto include painting the name of the scheme and other details onthe reservoir as per the directions of Engineer-in-charge. |
| 75 | overflow and bypass arrangements consisting of CI/MSDF pipes specials and vaives of given daimeterproviding and fixing accessories such as M.S.ladder, inside and outside C.I.manhole frame and coversB.B.masonry chambers for all valves, ventilating shafts,. and giving satisfactory water tightness test as per I.S.code,and providing three coats of cement paint to all expoose surfaces of structure including roof surface etccomplete ss per design data criteria obligatory requitements and detailed |
| 76 | specifications. Anti terminate treatment shall be givenfor under grond portion of structure |
| 77 | SUB ESTIMATE NO. 5 -DISTRIBUTION SYSTEM |
| 78 | A) Material section |
| 79 | Item No.1 -Providing & supplying in standard lengths polyethelene Pipes, conforming to IS 4984/14151/12786/ 13488 with necessary jointing material like mechanical connector i.e.thread/ insert joint/ quick release coupler joint, including all local & central taxes, transportation and freight charges inspection charges, loading/unloading charges, conveyance to the departmental stores/ site & stacking the same in closed shade duely protecting from sunrays & rains, etc. |
| 80 | 63 mm dia HDPE Pipe PE-100-6kg/cm2 |
| 81 | Item No.2-Providng and supplying Idouble flangeSluice valves & single acting Air valve confirming for IS 2906/14846 including worn gear arrangement as per test pressurestainless steel spindle, caps including all taxes transportation etc.complete. |
| 82 | 50 mm dia Sluice valve PN-1 |
| 83 | 25mm dia Air valve PN-1 |
| 84 | B) Labour Section |
| 85 | Item No.1-Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 mtrs. and lifts as below, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding backfilling etc.complete. |
| 86 | Item no2 :-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling where necessary & removing the excavated material & stacking it in measu-rable heaps,within a distance of 50 m. |
| 87 | Item No.3 -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 andcompaction, etc. |
| 88 | Item No.4- Lowering laying & jointing H.D.P.E. Pipe by heating to the ends of pipe with the help of tefflon coated electrimirror/heater to the required temparature & then pressing the end together against each other to form a monolithic & leak proof joint by thermosetting process. the pressing may be required to be done with Jack/Hydraulicjack/Vutt fusion machine etc. complete. with all maerial,labours as directed by Engineer in charge including given satisfacory hydraulic test. |
| 89 | 63mm dia HDPE 6kg |
| 90 | Item No.5-Hydraulic testing of HDPE pipe to specified pressure including cost of all Material and labour and water for testing for specified length including cutting placing end cap making arrangment for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauge and other necessary equipments , labours, operation charges etc required for testing. the rate under this item shall also include cost of retesting, if necessary and reinstating to origenal position. |
| 91 | 63 mm dia HDPE Pipe PE-100-6kg/cm2 |
| 92 | Item No.6- Lowering, laying and jointing in position followingvalve including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. |
| 93 | 50 mmdia sluice valve PN-1 |
| 94 | 25mm dia Air valve1 |
| 95 | Item No.7-Providing and laying in situ cement concrete mortar 1:2:4 of trap metal for foundation and bedding including bailing out water manually formwork compacting & curing etc. complete. |
| 96 | Item No.8:- Providing & fixing C I Road box including loading unloading and carting to site of work including all necessary excavation in all types of strata and fixing in muram packing etc complete (100 mmx 225 mm (20kg) |
| 97 | Item No.9 - 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. |
| 98 | Sub Work No. 6 Trial Run |
| 99 | Item No.1-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 month for regional scheme, together with training of personne 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. |
| 100 | Sub Work No. 8Road |
| 101 | tem No.1-Providing Road for PWSS including Cleaning,Murum/Laterite Supplying , Rolling etc Complete. |
| 102 | For Well |
| 103 | Harche-Devulwadi, Ubhawada, Tambewadi,Shelviwadi |
| 104 | SUB ESTIMATE NO. 1-RISING MAIN |
| 105 | A) Material Section |
| 106 | Item No.1 -Providing & supplying in standard lengths polyethelene Pipes, conforming to IS 4984/14151/12786/ 13488 with necessary jointing material like mechanical connector i.e.thread/ insert joint/ quick release coupler joint, including all local & central taxes, transportation and freight charges inspection charges, loading/unloading charges, conveyance to the departmental stores/ site & stacking the same in closed shade duely protecting from sunrays & rains, etc. |
| 107 | 90mm dia HDPE pipe -10.00 kg/cm2 |
| 108 | Item No2:- Providng and supplying double flange valve confirming for IS 2906/14846 & 14845/2000 including worn gear arrangement as per test pressurestainless steel spindle, caps &including all taxes transportation etc.complete. |
| 109 | 80 mm dia Non Return valve PN-1 |
| 110 | 25mm dia Air valve PN-1 |
| 111 | B) Labour Section |
| 112 | Item No.1-Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 mtrs. and lifts as below, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding backfilling etc.complete. |
| 113 | Item no2 :-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling where necessary & removing the excavated material & stacking it in measu-rable heaps,within a distance of 50 m. |
| 114 | Item No.3 -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 andcompaction, etc. complete. |
| 115 | Item No.4- Lowering laying & jointing H.D.P.E. Pipe by heating to the ends of pipe with the help of tefflon coated electrimirror/heater to the required temparature & then pressing the end together against each other to form a monolithic & leak proof joint by thermosetting process. the pressing may be required to be done with Jack/Hydraulicjack/Vutt fusion machine etc. complete. |
| 116 | 90mm dia HDPE pipe -10.00 kg/cm2 |
| 117 | Item No.5-Hydraulic testing of HDPE pipe to specified pressure including cost of all Material and labour and water for testing for specified length including cutting placing end cap making arrangment for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauge and other necessary equipments , labours, operation charges etc required for testing. the rate under this item shall also include cost of retesting, if necessary and reinstating to origenal position. |
| 118 | 63 mm dia HDPE pipe -10.00 kg/cm2 |
| 119 | Item No.6 - Lowering, laying and jointing in position following C.I.D./F. sluice valve & Air valve including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. |
| 120 | 80mmdia Non return valve PN-1 |
| 121 | 25mm dia Air valve1 |
| 122 | Item No.7:-Providing & fixing in position M.S. .Air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting n M - 150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement etc.complete as directed by Engineer in charge. |
| 123 | Item No.8:- -Providing and laying in situ cement concrete mortar 1:2:4 of trap metal for foundation and bedding including bailing out water manually formwork compacting & curing etc. complete. |
| 124 | Item No.9 - 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. |
| 125 | SUB ESTIMATE NO. 2-DISTRIBUTION SYSTEM |
| 126 | A) Material section |
| 127 | Item No.1 -Providing & supplying in standard lengths polyethelene Pipes, conforming to IS 4984/14151/12786/ 13488 with necessary jointing material like mechanical connector i.e.thread/ insert joint/ quick release coupler joint, including all local & central taxes, transportation and freight charges inspection charges, loading/unloading charges, conveyance to the departmental stores/ site & stacking the same in closed shade duely protecting from sunrays & rains, etc. |
| 128 | 90 mm dia HDPE Pipe PE-100-6kg/cm2 |
| 129 | 75 mm dia HDPE Pipe PE-100-6kg/cm2 |
| 130 | 63 mm dia HDPE Pipe PE-100-6kg/cm2 |
| 131 | Item No.2-Providng and supplying Idouble flangeSluice valves & single acting Air valve confirming for IS 2906/14846 including worn gear arrangement as per test pressurestainless steel spindle, caps including all taxes transportation etc.complete. |
| 132 | 80 mm dia Sluice valve PN-1 |
| 133 | 65 mm dia Sluice valve PN-1 |
| 134 | 50 mm dia Sluice valve PN-1 |
| 135 | 25mm dia Air valve PN-1 |
| 136 | B) Labour Section |
| 137 | Item No.1-Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 mtrs. and lifts as below, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding backfilling etc.complete. |
| 138 | Item no2 :-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling where necessary & removing the excavated material & stacking it in measu-rable heaps,within a distance of 50 m. |
| 139 | Item No.3 -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 andcompaction, etc. |
| 140 | Item No.4- Lowering laying & jointing H.D.P.E. Pipe by heating to the ends of pipe with the help of tefflon coated electrimirror/heater to the required temparature & then pressing the end together against each other to form a monolithic & leak proof joint by thermosetting process. the pressing may be required to be done with Jack/Hydraulicjack/Vutt fusion machine etc. complete. with all maerial,labours as directed by Engineer in charge including given satisfacory hydraulic test. |
| 141 | 90mm dia HDPE 6kg |
| 142 | 75mm dia HDPE 6kg |
| 143 | 63mm dia HDPE 6kg |
| 144 | Item No.5-Hydraulic testing of HDPE pipe to specified pressure including cost of all Material and labour and water for testing for specified length including cutting placing end cap making arrangment for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauge and other necessary equipments , labours, operation charges etc required for testing. the rate under this item shall also include cost of retesting, if necessary and reinstating to origenal position. |
| 145 | 90 mm dia HDPE Pipe PE-100-6kg/cm2 |
| 146 | 75 mm dia HDPE Pipe PE-100-6kg/cm2 |
| 147 | 63 mm dia HDPE Pipe PE-100-6kg/cm2 |
| 148 | Item No.6- Lowering, laying and jointing in position followingvalve including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. |
| 149 | 80 mmdia sluice valve PN-1 |
| 150 | 65 mmdia sluice valve PN-1 |
| 151 | 50 mmdia sluice valve PN-1 |
| 152 | 25mm dia Air valve1 |
| 153 | Item No.7-Providing and laying in situ cement concrete mortar 1:2:4 of trap metal for foundation and bedding including bailing out water manually formwork compacting & curing etc. complete. |
| 154 | Item No.8:- Providing & fixing C I Road box including loading unloading and carting to site of work including all necessary excavation in all types of strata and fixing in muram packing etc complete (100 mmx 225 mm (20kg) |
| 155 | Item No.9 - 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. |
| 156 | Sub Work No. 3 Trial Run |
| 157 | Item No.1-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 month for regional scheme, together with training of personne 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. |
| 158 | GST |
AI Tender Summary
Tender Timeline
Jun 12, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJun 19, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 21, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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