construction of Water Supply Scheme At Dongargaon G.P- Tah Chimur
Tender Value
19.11 Lakhs
Estimated cost
Bid Submission
29 Jul 2022
0 days left
EMD
20000
Bank guarantee accepted
Document Fee
3000
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 Dongargaon G.P- Tah Chimur
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Jul-2022 | Technical Bid | Technical Bid | 29-Jul-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | SUB WORK 1- Bore Well 150 mm dia60 M deepItem No. 1Drilling of Bore well in all types of strata 200/215 in all types of strataincluding all charges ---------- etc. complete. |
| 2 | Item No. 2 Providing and fixing150 mm dia M.S. casing pipe class B 4.85 mm as per IS 1239 (Blank) |
| 3 | Item No. 3 Providing and fixing 150 mm dia M.S. casing pipe class B 4.85 mm as per IS 1239 (Slotted) |
| 4 | Item No. 4 Providing and fixing 150 mm dia M.S. CAP |
| 5 | Item No. 5 Providing and fixing wooden block for support to clamp of bore well |
| 6 | Item No. 6 Providing and fixing M.S. clamp for support to clamp of Bore well |
| 7 | Item No. 7 Providing gravel for packing including transportation upto site of work of good quality. |
| 8 | Item No.8 Yeild test |
| 9 | Item No.9 Source investigation / certificate charges |
| 10 | Item No.10 Trandportation of drilling rig and unit upto site of work ---------- etc. complete. |
| 11 | Item No.11 Devlopment of Bore well by air compressor unit. |
| 12 | Item No. 12 Providing and fixing M.S. bell cap for Bore well |
| 13 | SUB WORK 2:-Tin Shade 2.0MX2.0MX2.25M Item No.1 Excavation 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 |
| 14 | Item No. 2. Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing fifnishing compaction etc. complete. |
| 15 | 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 CONCRTE |
| 16 | Item No . 4 Providing first class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth including bailing out water manually, striking joints on unexposed faces, pointing with cement mortar 1:3 on exposed face and wateri ng etc. Complete. Lift 0.00 to 5.00 M. |
| 17 | Item No. 5.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 |
| 18 | ItemNo.6 Providingoutercement 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. complete A ) 20 mm thick cement plaster cement mortar \"for Inside1:4 |
| 19 | Item No.7. 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). |
| 20 | Item No.8. 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. |
| 21 | Item No.9 Refilling with plinth and floor trenches with contractor murum for bedding in 15 cm to 20 cm layer including watering and compaction etc. complete. |
| 22 | Item No.10. Providing and fixing mild steel grill work for windows/ventilators of 20 Kg./Sqm. as per drawings including necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting, etc. complete. |
| 23 | Item No.11 Providing and fabricating structural steel work in rolledstanchions like joists ;channel ,angle, tees etc . with caps, bases, mild steel plastes angles, anchor bolts etc. as per detailed design and drawing or as directed including cutting, fabriction, hoisting, hoisting, errecting, fixing in position, making reveted/bolted/welded connection and one coat of anticorrosive paint, and over it two coats of oil painting etc. complete. |
| 24 | Item No.12. Providing and fixing corrugated galvanised iron sheets of 0.63mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws and bolts, lead and bitumen washers as per drawing etc. complete.(Weight of 5.5 Kilogram/sq.m.). |
| 25 | Item No. 13. Providing electrification in switch control Room and Name plate of scheme |
| 26 | SUB WORK 3:- SolarPumping MachineryforBORE WELLPumps 5 BHP Q 1579 Item 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 5.00 hp solar pump |
| 27 | Item No.2:Supplying and erecting G.I.pipe ‘‘Medium’ class in position for drop pipe for Submersible pump including plumbing with sockets & necessary material Drop Pipe- 50 mm dia. G.I. ‘‘Medium’ class Rate = 330.00 + 72.00 (L/L) =402.00 |
| 28 | 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) |
| 29 | 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) |
| 30 | 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) |
| 31 | Item No.6:Supplying and erecting ‘B’ class G.I. Bend in position with necessary material. 50 mm dia. G.I. Bend ‘B’ class |
| 32 | Item No.7:Supplying and erecting ‘B’ class G.I. Coupling in position with necessary material. 50 mm dia. G.I. coupling ‘B’ class |
| 33 | 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 rate 50 mm dia. G.I. Flange ‘B’ class |
| 34 | 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 |
| 35 | 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 Add for Metal0.94x1511.78 Add for Sand0.47x204.01 |
| 36 | Item No.13:Electrification of Switch Room including all material and labour cost and as directed by Engineer-in-charge…..etc Complete. |
| 37 | sub work 4 :-RisingMain90 MM HDPE PIipe L - 90M H-81M 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. preparing the bed for the foundation and excluding back filling complete. |
| 38 | 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. |
| 39 | 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. |
| 40 | 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 mmHDPE6 kg/sqcm PE - 100 |
| 41 | Item No. 5 Lowering 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. 90 mmHDPE6 kg/sqcm PE - 100 |
| 42 | 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 mmHDPE6 kg/sqcm PE - 100 |
| 43 | 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. |
| 44 | 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 |
| 45 | 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. |
| 46 | sub work 5:- RCC ESR CAP -10000 LITItem 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 meters 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 of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. piperailing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & 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.ESR 10,000 liters12 M staging Ht Cost of 10000lit([email protected] Rs ) Total Add for staging heightAdd for 10 MT Bearing Capacity 5%ESR 10,000 liters12 M staging Ht |
| 47 | Item No :- 2 Transportation of following material to site of work including loading, unloading, stacking etc. complete. Metal |
| 48 | Sand |
| 49 | Item No :- 3 Providing and supplying ISI standard welded D I double flanged pipe including all taxes (central & local) railway freight, insurance, unloading from railway wagon, loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- cahrge. (for 2.75 m bare pipe) 100 mm dia D I D/F pipefor Inlet, out let ,Over Flow & Washout ,Bye Pass Arrangment |
| 50 | Item No :- 3Providing 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. 100 mm dia PN 1. For,Wash Out, & ByePass |
| 51 | 100 mm diafor out let |
| 52 | Item No :- 4Providing and supplying ISI standared DI Flanged specials &fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloadingincluding all such as GST levied by GOI & GOM in all respect, complete as per IS-9523. 80 to 300 mm dia.DIDF Special |
| 53 | Item N0 :-5Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supportedon M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavatingpits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening thewire and painting the M.S.Angles with one coat of red lead primer and two coats of paintingetc.complete. |
| 54 | Item No.:- 6 Providing and fixingM.S. gate 2.5 M wide for compound with 40 mm dia G.I. pipe, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting, etc. complete. |
| 55 | sub work6:- Distribution System 110 to 75PVC4 Kg/Cm2 L =576M Item 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 |
| 56 | 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. |
| 57 | 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. |
| 58 | 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).110mmPVC 4 kg/sqcm |
| 59 | 75mmPVC 4 kg/sqcm |
| 60 | Item No. 5 Providing PVCspecails complete 10% of cost pipe |
| 61 | 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). 110mmPVC 4 kg/sqcm |
| 62 | 75mmPVC 4 kg/sqcm |
| 63 | 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. 110mmPVC 4 kg/sqcm |
| 64 | 75mmPVC 4 kg/sqcm |
| 65 | 80 mm dia PN 1. |
| 66 | 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 |
| 67 | 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 |
| 68 | 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) |
| 69 | 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. |
| 70 | Item No. 14 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. In PCC M-150 |
| 71 | Item No. 15. Provding and constructing RCC CATTEL TROUGH as per drawing and design as per directed by engineer As per estimate attached |
| 72 | sub work 7:- Trial Run Of Scheme 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 Depertment. For single village without WTP one Months |
| 73 | subWork 8:- Estimate for Shifting of Existing Tap Connection and New connection Item No.:- 1 Providing 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 mai A) With Road Crossing |
| 74 | B) WithoutRoad Crossing |
| 75 | C) Rate analysis for solid support |
AI Tender Summary
Tender Timeline
Jul 28, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 29, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 29, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 01, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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