Pandhrpur ( Nv ) G.P.Rajala Pipe Water Supply Scheme Tq.Bhokardan Dist Jalna
Tender Value
43.91 Lakhs
Estimated cost
Bid Submission
07 Jan 2022
0 days left
EMD
44000
Bank guarantee accepted
Document Fee
4400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
JALNA → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Pandhrpur ( Nv ) G.P.Rajala Pipe Water Supply Scheme Tq.Bhokardan Dist Jalna
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Dec-2021 | sum Technical | Date | 07-Jan-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | TRAIL BORE. Heading Heading |
| 2 | Item 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) |
| 3 | b) In weathered rock with boulders |
| 4 | c)In weathered rock / soft rock |
| 5 | d)In hard rock other than quartzite |
| 6 | e)In hard rock quartzite |
| 7 | PERCOLATION WELL Heading |
| 8 | Item No.01 :-Excavation in general in soft material comprising of soft soil, soft murum, 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 and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling.For Head Works on Nalla Bankfor initial Lift of 0 to 1.50 M |
| 9 | Lift 1.50 to 3.00 M |
| 10 | Lift 3.00 to 4.50 M |
| 11 | Lift 4.50 to 6.00 M |
| 12 | Item No.02:-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,For Head Works on Nalla Bankfor initia Lift 4.50 to 6.00 M |
| 13 | Lift 7.50 to 9.00 M |
| 14 | Lift 7.50 to 9.00 M |
| 15 | Lift 9.00 to 10.50 M |
| 16 | Lift 10.50 to 12.00 M |
| 17 | Lift 12.00 to 13.50 M |
| 18 | Lift 13.50 to 15.00 M |
| 19 | Lift 15.00 to 16.50 M |
| 20 | Lift 16.00 to 18.00 M |
| 21 | Item No.03 :- 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. (Bd-A-9/261) (i) The Contractor at his request may be allowed to start construction of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed. (ii) Dewatering : Total dewatering charges are to be proposed in the tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well / gallery. Out of 75% excavation, break-up shall be as under. 25% for last 1 M depth. 20% for 2 M depth which is just above last 1 M depth. 15% for 2 M depth which is just above last 3 M depth. 15% for the rest of depth from water table level.(Payment As Per Accepted Tender) |
| 22 | Item No.04 :- Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 23 | Item No.05 :-Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 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) forBottom Ring Beam In RCC M-300 |
| 24 | Item No.06 :-Providing and casting in situ Cement Concrete 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, form work, compaction, finishing the formed surfaces with CM 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)Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase d) In RCC M-300Lift 0.00 to 5.00 M |
| 25 | For RCC M 250 gradeVertical wallsLift 0.00 to 5.00 M |
| 26 | Item No.07 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, 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 and supporting as required, etc. complete (including cost of binding wire). |
| 27 | Item No.08 :- 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 Engineer-in-charge 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. ISMB 100 x 200 |
| 28 | Item No.09 :- Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. |
| 29 | Item No.10 :- 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 plates 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. 6 mm thick |
| 30 | Item No.11 :-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. |
| 31 | Item No.12 :- 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. |
| 32 | Item No.13:- Filling in plinthand floors murum beddingwith approved murum from excavated material fromfoundation in 15 cm to 20 cm layers including watering and compaction etc complete ( Bd-A-10/263) |
| 33 | Item No.14 :- Providing 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 anti-corrosive paint, etc. complete as directed by Engineer-in-charge. |
| 34 | Item No.15 :- Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-in-charge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed 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 more than 25,000 |
| 35 | Item No.16 :- Taking a horizontal boredia at require depth phunematic in well drilling unit incluidng transprtaiton with boring machine & fuel etc complete. |
| 36 | SWITCH ROOM Heading |
| 37 | Item No.1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, includingremoving the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed,normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 38 | Item No.2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance 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.3Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 40 | 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, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening 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) forRCCM-200 Footing |
| 41 | Column M 200 |
| 42 | Beam M 200 |
| 43 | Lintel M 200 |
| 44 | Chajjas M 200 |
| 45 | Roof slab M 200 |
| 46 | Item No.5 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete. |
| 47 | Item No.6 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 48 | Item No.7 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, 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 and supporting as required, etc. complete (including cost of binding wire). |
| 49 | Item No.8 Providing and fixing M.S. grill door 24 kg/sqm of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc |
| 50 | Item No.9 Providing 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, oil painting two coats complete. |
| 51 | Item No.10 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. |
| 52 | Item No.11 Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour tonew plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 53 | Item No.12 Providing and laying cement concrete flooring 50 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 30cm x 30cm or other size laid diagonally/ square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete. With Natural Sand |
| 54 | Item No.13 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 and compaction, etc. complete. |
| 55 | PUMPING MACHINERY Heading |
| 56 | Item No:1 Providing erecting and giving test of submersible pump sets conforming to ISI 9283 Pump shall be suitable for various dove very head and discharge with stainless steel pump shaft and Brose motor suitable for working on 415 V+10% 3 Ph 50 Hz A.C.supply cable guard thrust carbon / fiber bearing to accept entire hydraulic thrust waterproof direct coupling pump shall have suitable outlet as per manufactures design Antirust stream Lined non return valve shall be provided with the pump suitable suction strainer shall be also e provided with the pump suitable suction strainer shall be also be provided 3 core single / double run copper conduct for submersible type flat cable 3 m and 2 pair of erection clips shall be provided along with the pump Rates per pump upto 8 stages are as below.150 mm dia up to 8 stages 3.00 BHP |
| 57 | Item No:2Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.50 mm dia |
| 58 | Item No:3 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. 50 mm dia |
| 59 | Item No:4 Supplying and erecting triple pole metal clad switch and fuse 415V, 100A on angleiron /GI frame/ board as per specifiction No. SW-SWR/MTP.Each Metal cladTP100 AMP |
| 60 | Item No:5 Supplying and erecting triple pole metal clad switch and fuse 415V, 63A on iron /GI frame/ board as per specifiction No. SW-SWR/MTP.Each Metal cladTP63 AMP |
| 61 | ItemNo:6 Supplying & erecting fuse bridges with base HC type fuse links 415V 200A erected on polished wooden block complete. |
| 62 | Item No:7 Supplying and erecting panel mounting type digital voltmeter having three and half digit LED display, calibrated for 0 to 750V AC suitable to operate on 500V AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer. |
| 63 | Item No:8 Supplying and erecting panel mounting type digital ammeter having three and half digit LED display, external CT operated, calibrated for suitable to operate on 500V, 0 to 1000A AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer. |
| 64 | Item No:9 Supplying and erecting set of 3 pilot lamps all bakelite with colour glasses with miniature lamps 230 V/250V erected on provided CRCA box with panel type fuses and connected with PVC wires. |
| 65 | Item No:10 Supplying and erecting selector switch suitable for voltmeter/ammeter for 3 phase AC supply 500V, 50Hz, on provided box / panel and duly connecting with necessary PVC wire leads and lugs |
| 66 | Item No:11 Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380-440 Volt, 3PH 50 HZ with no volt coil and over load element with necessary material and connected to supply, etc complete starter with original sheet steel in encloser. Up to 7.5 HP |
| 67 | Item No:12 Supplying and erecting bank of All Polypropylene capacitors with the standard capacities of 1, 2, 3, 5, 7, 12.5, 15, 20 and 25 KVAR units of power factor correction for operation on 3 phase, 50 Hz, 400 V+/- 10% with externally discharging resistances, earthing terminals and built on angle iron or channel iron frame work and provided with terminal cover box complete erected and tested. 3 KVAr |
| 68 | Item No:13 Supplying and erecting GI sheet 1.6 mm (16 SWG) to be used for fabrication of boxes panel boards etc. including cutting, bending, drilling, welding, riveting etc. and painting with one coat of red lead paint and 2 coats of enamel paint. |
| 69 | Item No:14 Supplying and erecting iron, sheet metal work consisting of CRCA sheets, various sections of iron, plates, chequered plates, rods, bars, MS pipes, etc. for panel board or any other purpose with bending, cutting, drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority. |
| 70 | Item No:15 Supplying and erecting marine plywood 18/19 mm thick fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners, supports, nut bolts etc. complete |
| 71 | Item No:16 Providing & errecting double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 80 mm dia sluice valve |
| 72 | Item No:17 Providing and supplying ISI markCID/F reflux valve(non return valve )of following dia including railway freight, inspection charges ,un loading from railway wagon ,loading into truck , transpoation upto departmental stores, unloading, stacking , exluding GST levied by GOI & GOMin all respect etc. complete Reflux valve as per I.S. 5312 part I ( 1984 ).80 mm diarefluxvalve PN-1 |
| 73 | Item No:18 Supplying and erecting flat flexible 3 core 2.5 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 74 | Item No:19 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. Pressure gauge (100 mm dia) |
| 75 | Item No:20 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 |
| 76 | Item No:21 Supplying and erecting \"B\" class G.I. Bend in position with necessary material 50 mm dia. |
| 77 | Item No:22 Supplying and erecting \"B\" class G.I. Tee in position with necessary material 50 mm dia. |
| 78 | RISINGMAIN Heading |
| 79 | Item No:1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, includingremoving the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed,normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 80 | Item No:2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance 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. |
| 81 | Item No:3 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 82 | Item No:4 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. |
| 83 | Item No:6 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 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same inclosed shed duly protected from sunrays and rains including cost of jointing material i.e. solvent cement, etc.complete (selffit type to be jointed with cement solvent). 90 mm dia pvc 6kg/cm2 |
| 84 | Item No:7 Lowering laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of work including cost of all labor, material, except cement solvent, rubber ring giving satisfactory hydraulic testing as per IS code etc complete. (with cement solvent joint/ring fit joint).90 mm dia pvc 6kg/cm2 |
| 85 | 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. 90 mm dia pvc 6kg/cm2 |
| 86 | Item No:9 Providing pvc specials including transportation charges etc. |
| 87 | Item No:10 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below 80 mm dia GI pipe medium class |
| 88 | 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. 80 mm dia GI pipe medium class |
| 89 | Item No.13Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. a) Air Valve Single Ball Flanged / Screwed Type - PN -1 25 mm. |
| 90 | Item No.14Providing and fixing in position air valve shaft including providing and fixing GI medium class or 6 mm thick MS pipe shaft 2.70 m long over branch flange of air valve tee, providing PCC block of M 150 concrete 150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve over the shaft excluding cost of air valve and branch flanged air valve tee etc complete as per type design and as directed by Engineer in charge . |
| 91 | Item No:15 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) |
| 92 | Item No:16 Filling in plinthand floors murum beddingwith approved murum from excavated material fromfoundation in 15 cm to 20 cm layers including watering and compaction etc complete ( Bd-A-10/263) |
| 93 | 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. |
| 94 | RCC ESR of cap 45000 Litrs & 9 Mtrst. ht. |
| 95 | 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 pipe assembly 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 lockingarrangement 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 antitermite 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 directionsof Engineer-in-Charge. RCC ESR of cap 45000 Litrs & 9 Mtrst. ht.. |
| 96 | Item No.2Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. Forinlet, overflow 80 mm dia |
| 97 | For outlet 100 mm dia |
| 98 | Item No.3 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.D/F Specials 80 to 300 mm dia |
| 99 | Item No.4Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Sluice valves - PN -1 (Without by pass). 80 mm dia. |
| 100 | Sluice valves - PN -1 (Without by pass). 100 mm dia |
| 101 | DISTRIBUTIONSYSTEM Heading |
| 102 | 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 ofmeters and lift as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling etc. complete. |
| 103 | Item No.2 Excavation for foundation / pipe trenches in hard murum 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 104 | Item No.3 Excavation for foundation/pipe trenchesin soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer in charge normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. |
| 105 | Item No.4Excavation for foundation/pipe trenches in hard rock and concrete road by chiseling, wedging, line drilling, by mechanical means or by any other means other than blasting including trimming and leveling the bed, removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking as directed by Engineer in charge, normal dewatering, excluding backfilling etc complete. Lift o to 1.5 M. |
| 106 | Item No.5 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 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same inclosed shed duly protected from sunrays and rains including cost of jointing material i.e. solvent cement, etc.complete (selffit type to be jointed with cement solvent). 75 mm dia pvc pipe 4 kg/ cm2- |
| 107 | 90 mm dia pvc pipe 4 kg/ cm2- |
| 108 | 110 mm dia pvc pipe 4 kg/ cm2- |
| 109 | Item No.6 Lowering laying and jointing with PVC pipes and specials of following class nd 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) 75 mm dia pvc pipe 4 kg/ cm2- |
| 110 | 90 mm dia pvc pipe 4 kg/ cm2- |
| 111 | 110 mm dia pvc pipe 4 kg/ cm2- |
| 112 | Item No.7 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 pvc pipe 4 kg/ cm2- |
| 113 | 90 mm dia pvc pipe 4 kg/ cm2- |
| 114 | 110 mm dia pvc pipe 4 kg/ cm2- |
| 115 | Item No.8 Providing and supplying PVC / GI specials of required size including transportation, loading, unloadingetc. complete. |
| 116 | Item No.9Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 80 MM dia G.I.Pipe B class (Medium) |
| 117 | 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 giving satisfactory hydraulic test etc complete eitherunderground or in vertical position as directed by Engineer in charges.80 MM dia G.I.Pipe B class (Medium) |
| 118 | Item No.11 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. a) Sluice valves - PN -1 (Without by pass). 65 mm |
| 119 | Sluice valves - PN -1 (Without by pass). 80 mm |
| 120 | Sluice valves - PN -1 (Without by pass). 100 mm |
| 121 | Item No.12 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.Sluice Valves65 mm |
| 122 | Sluice valves - PN -1 (Without by pass). 80 mm |
| 123 | Sluice valves - PN -1 (Without by pass). 100 mm |
| 124 | Item No.13 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 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. As above of 60 x 45 cm internal size and depth upto 0.9 M with precast R.C.C slab cover. |
| 125 | Item No.14 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. |
| 126 | Item No.15 Filling in plinthand floors murum beddingwith approved murum from excavated material fromfoundation in 15 cm to 20 cm layers including watering and compaction etc complete ( Bd-A-10/263) |
| 127 | Item No.16 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. |
| 128 | Miscellaneous Work Heading |
| 129 | Item No.1 Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. |
| 130 | Item No.2 Providing and fixing Wicket gate 1.0 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. |
| 131 | TRIAL RUN Heading |
| 132 | Item No.1Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Note :- Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. For single village |
| 133 | MSEDC Heading |
| 134 | Item No.1 Providing, erecting and giving test of L.T.Line with all necessary material and labour charges. MSEDCL Quotation, Connection Charges and 1.3% supervision Charges paid to MSEDCL as per estimate approved by MSEDCL Officeretc. complete. (Note:- Payment will be paid to Contractor as per MSEDCL Estimate & work done approved by Engineer in charge.) |
| 135 | GSTCharges. Heading |
| 136 | Item No.1 Provision for GST Charges |
AI Tender Summary
Tender Timeline
Dec 30, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 07, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 07, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 10, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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