Under Jal Jeevan Mission Programme Kersane Water Supply Scheme Tal. Baglan Dist. Nashik
Tender Value
98.94 Lakhs
Estimated cost
Bid Submission
22 Sep 2022
0 days left
EMD
99000
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
baglan → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Under Jal Jeevan Mission Programme Kersane Water Supply Scheme Tal. Baglan Dist. Nashik
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work No. 1 - Supply WellItem no -1 Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) 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.a) In overburden (soft soil, murum) |
| 2 | b) In weathered rock / soft rock |
| 3 | Item No. 2 -Excavation in general in soft material comprisingof soft soil, soft murrum, sand, hard murum with boulders in wet or dry condition for Head Works I.e. intake well, connecting pipe Jack well, pump House, supply well etc. for lift\"0 to 1.5 M & lead \"of 1.50Mincluding barricading, guarding, depositing oft surplus excavated stuff within a radius of 0.5km as directed by Engineer-in-charge-,etc \"complete excluding refilling. For headwork on riveer or dam submergence. for initiallift 0 to 1.5 M |
| 4 | Lift 1.5 to 3 M |
| 5 | Lift 3 to 4.5 M |
| 6 | Lift 4.5 to 6 M |
| 7 | Lift 6 to 7.5 M |
| 8 | Lift 7.5 to 9 M |
| 9 | Item No. 3 - Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on river or dam submergence . Lift 9 to 10.5 M |
| 10 | Lift 10.5 to 12 M |
| 11 | Lift 12 to 13.5 M |
| 12 | Lift 13.5 to 15 M |
| 13 | Lift 15 to 16.5 M |
| 14 | Lift 16.5 to 18 M |
| 15 | Lift 18 to 19.5 M |
| 16 | Lift 19.5 to 21 M |
| 17 | Lift 21 to 22 M |
| 18 | Item No. 4 - Providing and laying in situ Plain Cement concrete M150 /1:2:4 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding, including normal dewatering ,form work,compaction and curing etc. complete. Use of L & T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree, etc cement is permitted) Bd-E-1/287.P.C.C. 1:2:4 |(M150) |
| 19 | Item No. 5 - Providing and casting in situC. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, plywood form work, bully/steel propups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness if special finish is to be providedand curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement). For RCC M-300 grade Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase RCC M 250 for well steining0 to 5 m below GL |
| 20 | Lift5 to 10 m below G.L.( 10 % added in rate for lift more than 5m) |
| 21 | Above G.L.Lift 0 to5.0 |
| 22 | Item No. 6 - Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, 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, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) M.S BAR Lift 0 to 5 M |
| 23 | Lift 5 to 10 madded5 % in rate |
| 24 | Item No. 7 - Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts. |
| 25 | Item No. 8 - Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts. |
| 26 | Item No. 9 - Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd-C-6/277) |
| 27 | Item No. 10 - Prvoding and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge. |
| 28 | Item No. 11 - 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. |
| 29 | Item No. 12 - Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. |
| 30 | Item No. 13 - Carrying out recuporation/ yield test for ascertiting the discharge of constructed well / excavated profile as direrted by Engineer in chages.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 materals.overhead, labouers etc. compleded as directed.The test shall be carried out as per Tech. Circular No. 2597 & 2011 -97 and shall be carried out for 7 days Lps less than 25000 |
| 31 | Item No. 14 - Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 32 | Sub Work No. 2 - Switch Room Item No 1 - Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259). Lift 0 to 1.5 M |
| 33 | Item No 2-Providing and laying in situ Plain Cement concrete M150 /1:2:4 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding, including normal dewatering ,form work,compaction and curing etc. complete. Use of L & T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree, etc cement is permitted) |
| 34 | Item No 3-Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works in foundation, raft,grillage, strip foundation and footing of RCC coloumns 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) For RCC M-200 grade. (R.A |
| 35 | Item No 4-Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, plywood form work, bully/steel propups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) For RCC M-200 grade columns.(R.A) |
| 36 | Item No 5 - Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, plywood form work, bully/steel propups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) For RCC M-200 grade beams/braces/lintel. (RA) |
| 37 | Item No 6 Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, plywood form work, bully/steel propups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) For RCC M-200 grade Chajjas / Parapets / Curtain Walls / Partition Walls / Pardies (RA) |
| 38 | Item No 7Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, plywood form work, bully/steel propups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) For RCC M-200 grade Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase (RA) |
| 39 | Item No 8Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, 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, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) Tor. Bar |
| 40 | Item No 9 Providing second class burnt brick masonary with conventional IS type brick in CM 1:6 in super structure including stricking joints,racking out, joints,watering & scaffolding complete ( Spec No. Bdg 5 page 315 ) (RA) |
| 41 | Item No 10Providing and fixing cold rolled steel hollow door frame 105mm x 60mm for anysizes including hold fast hinges, tie members with red oxide and gray paint etc. complete as per I.S.I. specifications and code of practice prescribed including anticorrosive treatment as directed by the engineer. |
| 42 | Item No 11 Providing and fixing Country cut teak wood single leaf panelled door shutters 35 mm thick style and rail and 19 mm thick T.W. panels as per detailed drawing including wrought iron hold fast stainless steel fixtures and fastening and three coats of oil painting etc. complete. |
| 43 | Item No 12Providing 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. (with guard bars 12 mm square at 10 cm c/c.) |
| 44 | Item No 13 Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction complete. |
| 45 | Item No 14 Providing and laying cement concrete flooring 40 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30 cm x 30 cm or other size laid diagonally /square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete. With Natural Sand. (RA) |
| 46 | Item No 15 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. (RA) |
| 47 | Item No 16 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 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. (RA) |
| 48 | Item No 17Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete. |
| 49 | Item No 18Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. |
| 50 | Item No 19 Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface. (excluding the primer coat)etc. complete. |
| 51 | Item No 20Providing and applying washable powder distemper of approved colour and shade tool and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat) etc .complete. |
| 52 | Item No 21 Provision for electrical work for switch room |
| 53 | Sub Work No. 3 - Pumping Machinery Item No. 1 - Providing ,errecting & giving test of Submersible pumpset conforming to IS 8034 & motor conforming to IS 9283 with water proofing winding. Pump shall be suitable for various delivery head & discharge,with stainless steel shaft. Motor suitable for working on 415 V + 10 % , 3Ph,50Hz, A.C. Supply, with cable gaurd ,thrust carbon /fibre bearing to withstand entire hydraulic thrust . The pump set shall be suitable for direct coupling with suitable suction strainer. Pump should have suitable discharge outlet as per manufacture\"s design. Antithrust strem lined non return valve shall be provided with the pump. 3m submersible copper conductor cable,in single/double run & two pair of suitable size errection clamp 10 mm thick shall be provided with each pump.10 BHP Pump Set |
| 54 | Item No. 2 -Providing & installing Cupboard type LT panel board suitable for Pump including starter ,main switch,voltmeter,Ammeter & all necessary materials ,equipments & accessaries , giving satisfactory test etc complete. . |
| 55 | Item No. 3 - Providing and Fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including all statutary duties and taxes such as GST levied by GOI & GOM in all respect, railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement -125MM dia Reflux Reflux Valve PN1 |
| 56 | Item No. 4 - Providing double flanged sluice valve confirming to IS-2906/14846 including worn gear arrangement as per test pressure stainless steel spindle, caps including all statutary duties and taxes such as GST levied by GOI & GOM in all respect, transportation etc. complete. Sluice valves - without bypass arrangement.125 MM dia Sluice Valve PN1 |
| 57 | Item No. 5 - Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.)125 MM dia Reflux Valve PN1 |
| 58 | 125 MM dia Reflux valve PN1 |
| 59 | Item No. 6 - 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 joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, 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. complete. 140 MM HDPE 12.5 KG PE-100 |
| 60 | Item No. 7 - Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 140 MM HDPE 12.5 KG PE-100 |
| 61 | Item No. 8 - Supplying, erecting & terminating XLPE armoured cable 3 core 6 sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU |
| 62 | Item No.9 - Supplying & erecting G.I. pipe ‘A’ class 25 mm dia. erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CEPWD Electrical CSR 2021-22 P/ No. 138/7-6-1 |
| 63 | Item No.10 - Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification No. EA-EP. PWD Elect. CSR 2021-22, in( For work in non tribal area increased by 5% as per instruction given) |
| 64 | Item No.11 - Providing & fabricating of suitable size base frame for submersible pump set. |
| 65 | Item No.12 - Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. Providing & fixing 100 mm dia presuure guage |
| 66 | Item No.13 - 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, loading into truck transport to departmental store /site, unloading stacking etc. complete.. |
| 67 | Item No.14 - Providing & making flanged joint to flanged C.I. / MS pipes of all classes/specials etc. including cost of all jointing materials (rubber packing,nut bolt etc) labour, hydraulic testing etc complete. |
| 68 | Sub Work No. 4- RISING MAIN Item 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 joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, 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. complete.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil formMJP SSR2021-22 P No 76 ; I No 1; I No 1 140 mm Dia H.D.P.E. Pipes |
| 69 | 5% of cost of pipes shall be considered for cost of HDPE/ PVC specials for estimate purpose only. |
| 70 | Item No. 2- Providingdouble flanged sluice valve confirming toIS-2906/14846 including worn gear arrangement as per test pressure stainless steel spindle, caps including all statutary duties and taxes such as GST levied by GOI & GOM in all respect, transportation etc. complete.Sluice valves - without bypass arrangement.125 MM dia sluice valve PN1 |
| 71 | Item No. 3- Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984) 125 mm dia CIDF Reflux Non-Return Valve |
| 72 | Item No. 4- Providing and supplying Air Valves as per IS-10845-2000and MJP’s standard specifications of approved make and quality of following diameters including all statutary duties andtaxes such as GST levied by GOI and GOM in all respect, railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloading and stacking etc. complete. 40 mm dia PN 1 single ball flanged air valve |
| 73 | 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. (Bd-A-1/259). Lift 0 to 1.5 M |
| 74 | Item No. 6 - Excavation for foundation / pipe trenches in hard murum & boulder, W.B.M. road including removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking and spreading as directed by engineer in charge, normaldewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259). Lift 0 to 1.5 M |
| 75 | Item No. 7- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-4/259) Lift 0 to 1.5 M |
| 76 | Item No. 8 - 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 |
| 77 | Item No. 9 -Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 140 mm Dia H.D.P.E. Pipes |
| 78 | Item No. 10 -Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.)125 mm dia CIDF Reflux Non-Return Valve |
| 79 | Item No. 11 - Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.)125 mm dia CIDF Reflux Non-Return Valve |
| 80 | Item No. 12 - Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).40 mm dia PN 1 single ball flanged air valve |
| 81 | Item No. 13 - 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. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 140 mm Dia H.D.P.E. Pipes |
| 82 | Item No. 14 -Providing and laying in situ Plain Cement concrete M 150 /1:3:6 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding, including normal dewatering ,form work,compaction and curing etc. complete. Use of L & T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree, etc cement is permitted) |
| 83 | Item No. 15 -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 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 )C). As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C. slab cover. |
| 84 | Item No. 16 - Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation15 cm to 20 cm layers including watering and compaction complete. (Bd-A-10/263) |
| 85 | Item No. 17 - 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. |
| 86 | Sub Work No. 5 - ESR of Capacity 113000 Ltr (Stg. Ht. 12 M) Item No. 1- \"Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipeAssembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti- termite treatment for underground parts of the structure and giving 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.\" |
| 87 | Item No. 2 - Providing ISI mark CI. pipe of following class and dia.excluding GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. |
| 88 | Item No. 3 - Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle capsexcluding GST levied by Gol and GoM in all respect, Sluice valve 100 mm Dia |
| 89 | Sub Work No. 6 -Distribution System Item 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 GOI & GOM in all respec, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 75 MM DIA 4 KG/ SQ.CM |
| 90 | 90 MM DIA 4 KG/ SQ.CM |
| 91 | 110 MM DIA 4 KG/ SQ.CM |
| 92 | Item No. 2 -Providing double flanged sluice valve confirming to IS-2906/14846 including worn gear arrangement as per test pressure stainless steel spindle, caps including all statutary duties and taxes such as GST levied by GOI & GOM in all respect, transportation etc. complete. Sluice valves - without bypass arrangement. 65 mm dia CIDF Sluice valve PN1 |
| 93 | 80 mm dia CIDF Sluice valve PN1 |
| 94 | 100 mm dia CIDF Sluice valve PN1 |
| 95 | Item No. 3 - 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. (Bd-A-1/259). Lift 0 to 1.5 M |
| 96 | Item No. 4 -Excavation for foundation / pipe trenches in hard murum & boulder, W.B.M. road including removing the excavated material upto a distance of 50 metres 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 backfilling, etc. complete. (Bd-A-3/259). Lift 0 to 1.5 M |
| 97 | Item No. 5 - Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(Bd-A-4/259) Lift 0 to 1.5 M |
| 98 | Item No. 6 - 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. by all means. (Bd-A-6/259) |
| 99 | Item No. 7 - Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, etc. complete (with cement solvent joint / ring fit joint). Working Pressure 4 Kg/Sq.cm 75 MM DIA 4 KG/ SQ.CM |
| 100 | 90 MM DIA 4 KG/ SQ.CM |
| 101 | 110 MM DIA 4 KG/ SQ.CM |
| 102 | Item No. 8 - 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 75 MM DIA 4 KG/ SQ.CM |
| 103 | 90 MM DIA 4 KG/ SQ.CM |
| 104 | 110 MM DIA 4 KG/ SQ.CM |
| 105 | Item No. 9 - Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.)65 mm dia CIDF Sluice valve PN1 |
| 106 | 80 mm dia CIDF Sluice valve PN1 |
| 107 | 100 mm dia CIDF Sluice valve PN1 |
| 108 | Item No. 10 - Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 109 | Item No. 11- 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. |
| 110 | Item No. 12 - Providing and fixing C.I. road surface box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg) |
| 111 | Item No. 13 - Providing and laying in situ Plain Cement concrete M 150 /1:3:6 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding, including normal dewatering ,form work,compaction and curing etc. complete. Use of L & T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree, etc cement is permitted) |
| 112 | Item No. 14 - Providing & fixing board displaying information such as ,\"Name of Work. Tender Cost , Name of Contractor , Work completion and liability period etc. Having rectangular shape of 1.2 m x 0.9 m size made out 18 gauge (1.25 mm ) thick mild steel sheet painted with one coat of zinc chromate stoving primer and two coats of enamel on back side and border/ messages / symbols etc. approved colour shade paint complete , on M.S.angles of size 35mm x 35 mm x 3 mm frame with properly cross braced M.S. angles of size 35mm x 35mm x 3 mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm , 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60cm x 60 cm x 75 cm including excavation , refilling , transportation , and labour etc complete . spec. as directed by Engineer - in - charge. |
| 113 | Sub Work No. 7- Trial Run 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 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 |
| 114 | B & C Charges & M.S.E.B Provision |
AI Tender Summary
Tender Timeline
Sep 16, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 24, 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