Construction Of Water Supply Scheme At Chichghat G.P Tah- Chimur
Tender Value
17.56 Lakhs
Estimated cost
Bid Submission
01 Apr 2022
0 days left
EMD
18000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chimur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Water Supply Scheme At Chichghat G.P Tah- Chimur
BOQ
| Sl. No. | Item Description |
| 1 | SubWork 1 Switch Room3MX3MX2.5MItem No.1Excavation for foundation in hard murum and boulder including removing the excavated material up to a distance- -- etc. cmplete.Lift 0.00 to 1.50 M |
| 2 | Item No. 2.Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing fifnishing compaction etc. complete. |
| 3 | Item No. 3.Providing and laying in situ following grades of C.C. of trap /granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting & curing etc. complete.P C.C. 1 : 2 : 4 BED CONCERTE |
| 4 | Item No. 4.Providing and laying in situ C.C. of trap/granite/ quartzite /gneiss metal of approved quality for R.C.C. work as per detailed drawing & desings or as directed including dewatering, centering, formwork, compaction,finishing the formed surfaces with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface whereever necessary or roughening if special finish is to provided & curing etc. complete. (excluding M.S. reinforcement)For R.C.C. (M-15) grade parapets, curtain walls vertical walls or partition walls, vertical walls or pardi, etc.( MJP C.S.R.2021-22 C.S.R. It. No.2,3b,4b,5 1 Page No.49,50 )Lift 0.00 to 3.00 M. Footing M- 200 |
| 5 | for column m- 1500 |
| 6 | For Beams & Lintels m - 150 |
| 7 | For Chajjas M- 200 |
| 8 | For Slab & Landing M- 200 lift 0 to 3 m |
| 9 | roof slab lift 3 to 6 |
| 10 | Item No. 5.Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. plles, caps, footings,foundations, 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 as required complete.(including cost of binding wire)Lift 0.00 to 3.00 M. |
| 11 | Item No. 6.Providing IInd class B.B. masonry with conventional/I.S. type bricks in C.M. of following proportion in super structure including stricking out joints racking out joints, watering & scffolding etc. complete. (with 30% mortar) 1:6Lift 0.00 to 5.00 M. |
| 12 | Item No. 7.Providing and fixing solid core flush door commercial type on single leaf 16 mm thick Bison Panel cement bonded particle Board including Teak wood lipping beading on all four edges without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast,stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting three coats complete.Doors |
| 13 | Item No. 8.Providing and fixing steel window of various sizes as per detailed drawings without hot dip zinc coating, without ventilators including fabrication, glazing with plain/obsecured glass pan and of approved type and quality and fixtures and fastenings, without teak wood boxing & architraves and finishing with oil painting two coats complete. |
| 14 | ItemNo. 9.Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. completeA ) 20 mm thick cement plaster cement mortar \"for Inside1:4 |
| 15 | Item No.10.Providing and applying washable oil bound distemper of approved colour and shade tonew surfaces including scaffolding, preparing the surfaces to receive priming coat and finshing coat etc. complete. complete as directed (For two coats). |
| 16 | Item No. 11.Providing and laying cement concrete flooring of following thickness 1:2:4 cement concrete laid to proper layer and slope in alternate days including compaction filling joints marking lines to give the apperance of tiles 30cm x 30cm or other size laid digonally or square fininishing smooth in any colour as directed by Engineer- In - charge and curingetc. complete. |
| 17 | Item No.12.Refilling with plinth and floor trenches with contractor murum for bedding in 15 cm to 20 cm layer including watering and compaction etc. complete. |
| 18 | Item No. 13.Providing and fixing M.S. ladder 0.50 m wide consisting of 75 mm x 10 mm M.S. flats stringer and steps of 16 mm diameter bars in double row about 25 cm c/c including all fixtures cutting holes, welding, anchoring and applying three coats of anti corrosivepaint etc. complete as directed by Engineer Incharge.M. S LADDER GL TO FLOOR SLAB |
| 19 | Item No. 14.Providing electrification in switch control Room and Name plate of scheme |
| 20 | SubWork 2:- SolarPumping Machinery2 Sets Submersible 3 BHPPumpsItem No.1: Supplying, installing, testing and commissioning of solar water pump of 5 HP capacity, AC surface type, 432000 LPD/ 2160000 LPD, total head of 10m/20m, comprising of 4800Wp/ 4800Wp PV array respectively / submersible type (with controller) of 91200LPD/ 62400LPD/ 40800LPD total head of 50m/70m/100m, comprising of 4800Wp/ 4800Wp/ 4800Wp PV array respectively mounted on GI structure with necessary hardware and suitable inverter with 5 years on site performance warrantee. Specification no. ESD-SWPS |
| 21 | Item No.2: Supplying and erecting G.I.pipe ‘‘Medium’ class in position for drop pipe for Submersible pump including plumbing with sockets & necessary materialDrop Pipe- 50 mm dia. G.I. ‘‘Medium’ classRate = 330.00 + 72.00 (L/L) =402.00 |
| 22 | Item No.3: Providing, erecting C.I.D.F. Sluice valves with jointing to pipe work (including all hardware and packing) water works quality having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement excluding C.C. foundation/ structural steel supports.50 mm dia. C.I.D.F. Sluice valve (PN-1.0) |
| 23 | Item No.4: Providing, erecting C.I.D.F. Reflux valves single door with jointing to pipe work (including all hardware and packing) water works quality with jointing to pipe without bypass arrangement with gunmetal seats excluding c.c. Foundation/ structural steel supports.50 mm dia. C.I.D.F. Reflux valve (PN-1.0) |
| 24 | Item No.5: Lowering, laying and jointing in position following CIDF Reflux valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.50 mm dia. C.I.D.F. Reflux valve/ Sluice valve (PN-1.0) |
| 25 | Item No.6: Supplying and erecting ‘B’ class G.I. Bend in position with necessary material.50 mm dia. G.I. Bend ‘B’ class |
| 26 | Item No.7: Supplying and erecting ‘B’ class G.I. Coupling in position with necessary material.50 mm dia. G.I. coupling ‘B’ class |
| 27 | Item No.8: Supplying and erecting ‘B’ class G.I. screwed flange (B.S. 10 table ‘D’) in position with necessary nut bolts, washers with rubber packing.as per market rate50 mm dia. G.I. Flange ‘B’ class |
| 28 | Item No.9: Supplying, erecting & terminating XLPE armoured cable 3 core 2.5 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.3 core, 2.5 Sqmm |
| 29 | Item No.12: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete.PCC 1:2:4 (M-150) grade |
| 30 | Item No.13: Electrification of Switch Room including all material and labour cost and as directed by Engineer-in-charge…..etc Complete. |
| 31 | SubWork 3Rising Main 90mm HDPE 6 kg, L-170MItem 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. preparing the bed for the foundation and excluding back filling complete. |
| 32 | Item No. 2.Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M 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. |
| 33 | Item No. 3.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. |
| 34 | Item No. 4.Providing and supplying in standard lengths Polyethelene Pipes, conforming to latest version ofIS 4984: 2016,14151 ; 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 GOI & GOM in all respect etc. complete. 90 mm HDPE6 kg/sqcm PE - 100 |
| 35 | Item No. 5Lowering laying and jointing HDPE /MDPE pipes in proper positionincluding all specials by Compression fitting / Electrofusionjointing 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 as directe by engineer incharge as per IS - 7634 Part II.90mmHDPE 6 kg/sqcm |
| 36 | Item No. 6.Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004.One coupler shall be provided with each full length of pipe cost of which is included in rates below.150 mm GI Pipe Medium |
| 37 | Item No. 8.Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes such as GST leivied by GOI and GOM in all respect railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete.50 mm Doubleball flanged TYPE PN 1 |
| 38 | Item No. 9.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.90 mm HDPE6 kg/sqcm PE - 100 |
| 39 | Item No. 10.Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge.150 mm GI Pipe Medium |
| 40 | 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).50 mm Doubleball flanged TYPE PN 1 |
| 41 | Item No. 13.Providing and fixing position air valve shaft including providing and fixing G.I. 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 vlave tee including encasing of vertical shaft on PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fxong of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee. Etc. complete. As per type designed and as directed by Engineer - In - charge .Upto 150 |
| 42 | Item No. 14.Filling in plinth and floors / trencheswith approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 43 | Item No. 15.Proiding & supplying of electro fusion HDPE Specials in accordance with BS EN12201:Part-3 suitable for drinking water with in black blue colour manufactured from compounded PE100 virgin polymer and compitable with PE 100virgin polymer and compitable with PE 80 /PE100 pipes,in pressure rating SDR11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing,inspection charges,transportation upto store,transit insurance,loading unloding,stacking excluding GST le ied by GOI & GOM in all respect. etc complete.10% of cost Pipe |
| 44 | Item No. 16.Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete. |
| 45 | SubWork 4:-Distribution System90 to75mmPVC4 Kg/Cm2 L =534MItem No. 1.Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. Cement Road |
| 46 | Item No. 2.Excavation for foundation / pipe trenches in earth soils of all types, Sand,gravel and soft murumincluding removing the excavated material upto a distace of 50 M 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. |
| 47 | Item No. 3.Excavation for foundation / pipe trenches in hard murum and boulders ,WBM road including removing the excavated material upto a distace of 50 M 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. |
| 48 | Item No. 4.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 local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 140mmPVC 4 kg/sqcm |
| 49 | 110mmPVC 4 kg/sqcm |
| 50 | 90mmPVC 4 kg/sqcm |
| 51 | 75mmPVC 4 kg/sqcm |
| 52 | Item No. 5Providing PVCspecails complete10% of cost pipe |
| 53 | Item No. 6.Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint).140mmPVC 4 kg/sqcm |
| 54 | 110mmPVC 4 kg/sqcm |
| 55 | 90mmPVC 4 kg/sqcm |
| 56 | 75mmPVC 4 kg/sqcm |
| 57 | Item No. 7.Hydrulic testing of PVC pipe line to specified pressure including cost of all materials and laboue and water for testing for specified length including cuttig, placing end cap making arrangment for filling safe water using resiprocating types pump 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.140mmPVC 4 kg/sqcm |
| 58 | 110mmPVC 4 kg/sqcm |
| 59 | 90mmPVC 4 kg/sqcm |
| 60 | 75mmPVC 4 kg/sqcm |
| 61 | Item No. 8.Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. 80 mm dia PN 1. |
| 62 | Item No. 9.Lowering, laying and jointing in position following C.I.D/F Reflex 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.)80 mm dia PN 1. |
| 63 | Item No.10.Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004.One coupler shall be provided with each full length of pipe cost of which is included in rates below.150 mm GI Pipe Medium |
| 64 | Item No.11.Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge.One coupler shall be provided with each full length of pipe cost of which is included in rates below.150 mm GI Pipe Medium For Incasing on Nallah and road |
| 65 | Item No.12.Providing and 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 murum packing, etc. complete.100 mm x 225 mm (20 kg) |
| 66 | Item No. 13.Filling in plinth and floors / trencheswith approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 67 | Item No. 14Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete.In PCC M-150 |
| 68 | Item No. 15.Provding and constructing RCC CATTEL TROUGH as per drawing and design as per directed by engineerAs per estimate attached |
| 69 | Item No. 16.Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.75mm PVC |
| 70 | 90 mmPVC |
| 71 | SubWork 5TRIAL RUNOF SCHEMEItem 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 Depertment.For single village with WTP Three Months |
| 72 | SubWork 6PROVISION FOR FHTC TAP CONNECTIONItem No.:- 1Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution maiA) With Road Crossing |
| 73 | B) WithoutRoad Crossing |
AI Tender Summary
Tender Timeline
Mar 25, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedApr 01, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 04, 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