Tender For Jjm Water Supply Scheme At Kasarkhede Tal Yawal Dist. Jalgaon
Tender Overview
Project Description
Tender for Jjm Water Supply Scheme At Kasarkhede Tal Yawal Dist. Jalgaon
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-May-2026 | EXTENDE 12TH CALL | Date | 20-May-2026 |
| 2 | 12-May-2026 | EXTENDE 11TH CALL | Date | 14-May-2026 |
| 3 | 07-May-2026 | EXTENDE 10TH CALL | Date | 11-May-2026 |
| 4 | 21-May-2026 | EXTENDE 13TH CALL | Date | 23-May-2026 |
| 5 | 26-May-2026 | EXTENDE 14TH CALL | Date | 28-May-2026 |
| 6 | 07-May-2026 | EXTENDE 10TH CALL | Date | 11-May-2026 |
| 7 | 07-May-2026 | EXTENDE 10TH CALL | Date | 11-May-2026 |
| 8 | 18-May-2026 | EXTENDE 12TH CALL | Date | 20-May-2026 |
| 9 | 12-May-2026 | EXTENDE 11TH CALL | Date | 14-May-2026 |
| 10 | 01-Jun-2026 | EXTENDE 15TH CALL | Date | 03-Jun-2026 |
| 11 | 12-May-2026 | EXTENDE 11TH CALL | Date | 14-May-2026 |
| 12 | 07-May-2026 | EXTENDE 10TH CALL | Date | 11-May-2026 |
| 13 | 26-May-2026 | EXTENDE 14TH CALL | Date | 28-May-2026 |
| 14 | 18-May-2026 | EXTENDE 12TH CALL | Date | 20-May-2026 |
| 15 | 26-May-2026 | EXTENDE 14TH CALL | Date | 28-May-2026 |
| 16 | 21-May-2026 | EXTENDE 13TH CALL | Date | 23-May-2026 |
| 17 | 05-Jun-2026 | EXTENDE 16TH CALL | Date | 07-Jun-2026 |
| 18 | 01-Jun-2026 | EXTENDE 15TH CALL | Date | 03-Jun-2026 |
| 19 | 18-May-2026 | EXTENDE 12TH CALL | Date | 20-May-2026 |
| 20 | 12-May-2026 | EXTENDE 11TH CALL | Date | 14-May-2026 |
| 21 | 08-Jun-2026 | EXTENDE 17TH CALL | Date | 11-Jun-2026 |
| 22 | 07-May-2026 | EXTENDE 10TH CALL | Date | 11-May-2026 |
| 23 | 05-Jun-2026 | EXTENDE 16TH CALL | Date | 07-Jun-2026 |
| 24 | 01-Jun-2026 | EXTENDE 15TH CALL | Date | 03-Jun-2026 |
| 25 | 26-May-2026 | EXTENDE 14TH CALL | Date | 28-May-2026 |
| 26 | 15-Jun-2026 | EXTENDE 18TH CALL | Date | 17-Jun-2026 |
| 27 | 08-Jun-2026 | EXTENDE 17TH CALL | Date | 11-Jun-2026 |
| 28 | 21-May-2026 | EXTENDE 13TH CALL | Date | 23-May-2026 |
| 29 | 18-May-2026 | EXTENDE 12TH CALL | Date | 20-May-2026 |
| 30 | 12-May-2026 | EXTENDE 11TH CALL | Date | 14-May-2026 |
| 31 | 07-May-2026 | EXTENDE 10TH CALL | Date | 11-May-2026 |
| 32 | 12-May-2026 | EXTENDE 11TH CALL | Date | 14-May-2026 |
| 33 | 07-May-2026 | EXTENDE 10TH CALL | Date | 11-May-2026 |
| 34 | 21-May-2026 | EXTENDE 13TH CALL | Date | 23-May-2026 |
| 35 | 18-May-2026 | EXTENDE 12TH CALL | Date | 20-May-2026 |
| 36 | 12-May-2026 | EXTENDE 11TH CALL | Date | 14-May-2026 |
| 37 | 07-May-2026 | EXTENDE 10TH CALL | Date | 11-May-2026 |
| 38 | 26-May-2026 | EXTENDE 14TH CALL | Date | 28-May-2026 |
| 39 | 21-May-2026 | EXTENDE 13TH CALL | Date | 23-May-2026 |
| 40 | 18-May-2026 | EXTENDE 12TH CALL | Date | 20-May-2026 |
| 41 | 12-May-2026 | EXTENDE 11TH CALL | Date | 14-May-2026 |
| 42 | 07-May-2026 | EXTENDE 10TH CALL | Date | 11-May-2026 |
| 43 | 08-Jun-2026 | EXTENDE 17TH CALL | Date | 11-Jun-2026 |
| 44 | 15-Jun-2026 | EXTENDE 18TH CALL | Date | 17-Jun-2026 |
| 45 | 19-Jun-2026 | EXTENDE 19TH CALL | Date | 21-Jun-2026 |
| 46 | 05-Jun-2026 | EXTENDE 16TH CALL | Date | 07-Jun-2026 |
| 47 | 01-Jun-2026 | EXTENDE 15TH CALL | Date | 03-Jun-2026 |
| 48 | 15-Jun-2026 | EXTENDE 18TH CALL | Date | 17-Jun-2026 |
| 49 | 18-May-2026 | EXTENDE 12TH CALL | Date | 20-May-2026 |
| 50 | 05-Jun-2026 | EXTENDE 16TH CALL | Date | 07-Jun-2026 |
| 51 | 01-Jun-2026 | EXTENDE 15TH CALL | Date | 03-Jun-2026 |
| 52 | 26-May-2026 | EXTENDE 14TH CALL | Date | 28-May-2026 |
| 53 | 21-May-2026 | EXTENDE 13TH CALL | Date | 23-May-2026 |
| 54 | 12-May-2026 | EXTENDE 11TH CALL | Date | 14-May-2026 |
| 55 | 07-May-2026 | EXTENDE 10TH CALL | Date | 11-May-2026 |
| 56 | 08-Jun-2026 | EXTENDE 17TH CALL | Date | 11-Jun-2026 |
| 57 | 23-Jun-2026 | EXTENDE 20TH CALL | Date | 25-Jun-2026 |
| 58 | 19-Jun-2026 | EXTENDE 19TH CALL | Date | 21-Jun-2026 |
| 59 | 29-Jun-2026 | EXTENDE 21TH CALL | Date | 01-Jul-2026 |
| 60 | 15-Jun-2026 | EXTENDE 18TH CALL | Date | 17-Jun-2026 |
| 61 | 08-Jun-2026 | EXTENDE 17TH CALL | Date | 11-Jun-2026 |
| 62 | 21-May-2026 | EXTENDE 13TH CALL | Date | 23-May-2026 |
| 63 | 18-May-2026 | EXTENDE 12TH CALL | Date | 20-May-2026 |
| 64 | 12-May-2026 | EXTENDE 11TH CALL | Date | 14-May-2026 |
| 65 | 19-Jun-2026 | EXTENDE 19TH CALL | Date | 21-Jun-2026 |
| 66 | 05-Jun-2026 | EXTENDE 16TH CALL | Date | 07-Jun-2026 |
| 67 | 01-Jun-2026 | EXTENDE 15TH CALL | Date | 03-Jun-2026 |
| 68 | 26-May-2026 | EXTENDE 14TH CALL | Date | 28-May-2026 |
| 69 | 23-Jun-2026 | EXTENDE 20TH CALL | Date | 25-Jun-2026 |
| 70 | 07-May-2026 | EXTENDE 10TH CALL | Date | 11-May-2026 |
| 71 | 03-Jul-2026 | EXTENDE 22TH CALL | Date | 05-Jul-2026 |
| 72 | 05-Jun-2026 | EXTENDE 16TH CALL | Date | 07-Jun-2026 |
| 73 | 07-May-2026 | EXTENDE 10TH CALL | Date | 11-May-2026 |
| 74 | 01-Jun-2026 | EXTENDE 15TH CALL | Date | 03-Jun-2026 |
| 75 | 26-May-2026 | EXTENDE 14TH CALL | Date | 28-May-2026 |
| 76 | 21-May-2026 | EXTENDE 13TH CALL | Date | 23-May-2026 |
| 77 | 18-May-2026 | EXTENDE 12TH CALL | Date | 20-May-2026 |
| 78 | 12-May-2026 | EXTENDE 11TH CALL | Date | 14-May-2026 |
| 79 | 21-May-2026 | EXTENDE 13TH CALL | Date | 23-May-2026 |
| 80 | 07-Jul-2026 | EXTENDE 23TH CALL | Date | 09-Jul-2026 |
| 81 | 13-Jul-2026 | EXTENDE 24TH CALL | Date | 15-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation etc complete. |
| 2 | ITEM NO. 2 :- Providing and laying in situ cement concrete M-10 /1:3:6 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc complete. |
| 3 | ITEM NO. 3:- Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.PCC M150 |
| 4 | ITEM NO. 4a:- 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,plywood form work, 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.) RCC M 250 for Footing |
| 5 | ITEM NO. 4b:- Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, 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 )RCC M 250 for column |
| 6 | ITEM NO. 4c:- 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, ,plywood form work,bully/steel prop ups compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary 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.)RCC M 250 Beams, Lintels |
| 7 | ITEM NO. 4d:- Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)RCC M 250Slabs |
| 8 | ITEM NO. 5:- Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. |
| 9 | ITEM NO. 6:- Providing Bricks masonry in cement mortar 1:6 using Second class burnt bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete.For Plinth |
| 10 | For Superstructure |
| 11 | ITEM NO. 7:- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, 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) |
| 12 | ITEM NO. 8:- Providing rough cast cement plaster externally in two coats to concrete,brick or stone masonry surfaces inall positions with base coat of 12to15mm thick in C.M.1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete.Bd.L.8 Page Number 370 |
| 13 | ITEM NO. 9:- Providing internal cement plaster 20mm. thick in single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete. Spec. No. : Bd.L.4 Page No. 368 |
| 14 | ITEM NO. 10:- Providing and fixing solid core flush door commercial in single leaf 35mm thick without ventilator commercial type of exterior grade as per detailed drawing including non teak seasoned wood door frame 60mm x 100mm with wrought iron hold fast, on both sides and finishing with oil paint three coats complete. As directed by Engineer in charge. a) With Aluminum oxidized fixtures & fastening |
| 15 | ITEM NO. 11:- Providing and fixing steel window of various sizes as per detailed drawings fabricated from IS standard sections without hot dip zinc coating without / with ventilator including fabrication, glazing with non-acentinic / plain / obscured glass panels of approved type and quality, all fixtures and fastening without teak wood boxing, and architraves and finishing with one coat of primer complete with guard bars 12mm square bar 10cm center to center.Bd.T.53 Page No.509. |
| 16 | ITEM NO. 12:- Providing and laying polished Shahabad Stone flooring 25mm to 30mm thick and of required width in plain / diamond pattern on a bed of 1:6 C.M. including cement float, filling joints, with neat cement slurry, curing, polishing and cleaning complete. Spec. No. : Bd.M.3 Page No. 380 |
| 17 | ITEM NO. 13:- Providing and applying white-wash in two coats on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. |
| 18 | ITEM NO. 14:- Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC‘s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 Kilogram/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. |
| 19 | ITEM NO. 15:- Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. |
| 20 | PUMPING MACHINARYItem No. 1:- Providing erecting and giving test of submersible pump set confirming to IS. 8034 and motor confirming to I.S. 9283 with water proof binding pump shall be suitable for various delivery head and discharge with stainless steel shaft motor suitable for working on 415 10% 3 ph 50 Hz A.C. supply with cable gurad thrust carbon fiber bearing to with stand entire hydrulic thrust .the pump set shall be suitable for direct coupling with suitable saction stainer pump should have suitable discharge outlet as per manufacture design antithrust stream non retun valve shall be provided with the pump 3 m submersible copper conductor cable in single / double run 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump Submersible pump 7.5 HP with errection |
| 21 | Submersible pump 7.5 HP |
| 22 | Item No. 2:- Providing erecting commissinory L.T. panel board with all required accessories for the pump in above item No. 1.. etc.complete |
| 23 | Item No. 3: - Supplying and erecting Flat flexible submersible cable with copper conductor PVC insulated and PVC sheathred 1 x 3 x 4 sqm |
| 24 | B) Providing and erecting P.V.C. armoud cable 1100V grade with ISI mark 3.5 core Solid / standard aluminium conductor with 6 mm thick 25 mm width m.s.. Spacer with G.I. Earth wire 6 Sq. mm complete erected on wall / on Pole with 25 X 3mm M.S. Clamp in provided trench in an approved manner 4 Core 10 Sq. mm |
| 25 | Item No. 4:- Supplying and erecting G.I. Pipe 'B' in position for suction and delivery for submersible pump including pumbing with socket and necessary material65 mm. Dia |
| 26 | Item No. 5:- Providing and erecting presure gauge of required capacity complete with syptio tube isolating cock suitable for 12 mm dia G.I. Pipe pressure gauge shall be installed as directed with tapping on rising main100 mm. Dia |
| 27 | Item No. 6:- Providing ISI mark G.I. Pipe of following class and dia including all local and central taxs octrai inspection charges transporatation to store etc… complete medium 15 mm. Medium Providing L.L joint |
| 28 | Item No. 7 :- Providing and supplying G.I. special at site including all taxes (central & Local )RailwayFright Insurances on loading from Railway wagon Loading Truck Transport to store/site unloading etc.. Comp. As directed by Engineer in Charge |
| 29 | Item No. 8:- Providing and supplying ISI mark C.I. D/F reflux valve (non return valves) of following dia including all taxes (central and local) railway freight inspection charges loading unloading from railway wagon transportation upto departement store etc. complete IS 5312 (1984) 65 mm dia P.N. 1 with fixing |
| 30 | Item No. 9:- Providing and supplying ISI mark C.I.D.F sluice valve of following dia including all taxes (central and local railway freight inspection entries unloading from railway wagon loading into truck transportation upto departmental store/site unloading stacking etc. complete. 65 mm dia P.N. 1 with fixing on delivery side ( 4966+1251) |
| 31 | Item No. 10:- Providing and making flaged Joint to flange, C.I. Pipes / M.I. Pipes and specials of all classing including cost of jointing material rubber packing nut bolts labour charges hydrulic testing etc. complete |
| 32 | Item No. 11 :- Supplying and erecting Galvanized cast iron earth plate 60 X 60 X 0.6 cm buried specially preposed earth pt[top edge of plate 1.5 m below ground refilling with 30 kg chorcoal and salt in alleviate layers neccessory length of double G.I. earth strip connected to the plate G.I. nuts bolt 12 mm dia iwth Bituminous compound and connected to nearest switch gear with end socket as per directed supplying and erecting 19m dia ventical G.I. pipe 1.5 m long with funner and mesh at top included in the scope of work. |
| 33 | Item No. 12:- Providing and supplying internal electrification to switch room etc. comp.Rate analysis attached |
| 34 | Item No. 13:- Providing and fixing wall mounting type name board duly painted all details of pumping machinery make, model frame no. DR no. Date of installation commissioning manufacture year agoncy name aggrement no details of G.I. Shal 18 gauge of required size duly painted with red oxide and enamus paint for dispaying the above details board shall be provided with suitable T.W. bottom back side name board |
| 35 | Item No. 14 :--Providing tools with tool box etc complete |
| 36 | Item No. 15:-Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.1 Tonne Capacity |
| 37 | RCC ESR CAP 50,000 LITR STG HT 12.00M 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 meters centre to centre for E.S.R.having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the containerincluding 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 Stainless steel ladder inside and M.S. ladder with G.I. railing outside, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures 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.Notes:1. The design of the structure be in accordance with relevent(I.S.3370 - 1965 or revised)2. The design shall satisfy the stipulation as per IS 1893-1984and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is alsoobligatory.4.. The entire structure shall be in M 300 mix only.5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars willnot be allowed.6. Irrespective of the type of foundation proposed in thedesign, one set of bracing be provided at the gound level.7. These rates include providing, M.S. ladder for E.S.R's upto2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-3009. These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.10. All condition given in the Member Secretary\\"s Circular No.MJP/TS-I/350/1668 dt. 2.8.97 and MJP/S-I/350/2127 dt.13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.11.. 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that workshall be treated as incomplete.12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5Mbeyond outer face of outermost column.16. These rates are applicable for staging height of 12 M These rates shall be increased or decreased for per metre variation in the staging height as below12 to 16 M staging 2% per metre16 to 20m staging 3% per meter20 M and abovd - 4% per metreI.e. for 17m stagging heightpercentage calculation will be like below12 to16m = 4 x 2 = 8%16 to 17 m x 1 x 3 = 3%Total = 11 %For 21 m stagging heightPercentage calculation will be like below12 to 16m = 4 x 2 = 8%16 to 20m = 4 x 3 = 12%20 to 21m = 1 x 4 = 4%Total = 24%17. Following rates are for seismic zone-III for Zone-IV these rates shall be increased by 5% and for Zone-II, these rates shall be decreased by 5% concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones( Seismic maps attached in this C.S.R.)Note:- 1) Conditin from Sr.No.1 to 11 shall form a part and parcel of the tender papers and shall be included in the DTP for works of R.C.C.E.S.R.Note:-2) Condition from Sr.No.12 to 17 are for estimation purpose only and shall not be appear in the tender.Cost of 50,000 litres capacity 12 m stage height ESRAdd for raft foundation 7.5 % Net Total Cost of 50,000 litres capacity 12 m stg. height ESR RCC ESR 50,000 lit.Cap. |
| 38 | Item No. 2:- Providing 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-charge100 mm dia.D I D/F pipe |
| 39 | 80 mm dia.D I D/F pipe |
| 40 | 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 caps including all taxes transportation etc complete.100 mm dia. D/F Sl. Valve PN 1.0 |
| 41 | 80 mm dia. D/F Sl. Valve PN 1.0 |
| 42 | Item No. 4:- Providing and supplying ISI standard C. I. specials & fittingwith 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, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. |
| 43 | Distribution SystemItem 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 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. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 110 mm pvc 4 kg/cm2 pipe |
| 44 | 90 mm pvc 4 kg/cm2 pipe |
| 45 | 75 mm pvc 4 kg/cm2 pipe |
| 46 | Item No. 2:- Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete.Sluice valves PN - 1 --80 mm dia. |
| 47 | Sluice valves PN - 1 --100 mm dia. |
| 48 | Item No. 3:- Providing at site of works PVC.specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete.10% of Cost of pipes |
| 49 | Item No. 4:- Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road,Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road, 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. |
| 50 | Item No.5:- Excavation for foundation/pipe trenches in earth soils of all types sand gravel and soft murum including removing the excavated material and lift as below stacking and spreading as directed dewatering shoring and strutting preparing the bed for foundation etc. |
| 51 | Item No. 6:- 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 area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. ( Bd-A-4/259) |
| 52 | Item No. 7:- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.For murrum bedding |
| 53 | Item No. 8:- 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, as per IS code, etc. complete (with cement solvent joint / ring fit joint).110 mm pvc 4 kg/cm2 pipe |
| 54 | 90 mm pvc 4 kg/cm2 pipe |
| 55 | 75 mm pvc 4 kg/cm2 pipe |
| 56 | 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 excluding hydraulic testing etc. complete. (Rate for all class of valves.)Sluice valves PN - 1 --80 mm dia. |
| 57 | Sluice valves PN - 1 --100 mm dia. |
| 58 | Item No. 10:- 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) |
| 59 | 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. |
| 60 | Item No. 12:- Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150 |
| 61 | CATTLE TROUGHItem No.1:- Excavation for foundation/pipe trenches in earth soils of all types sand gravel and soft murum including removing the excavated material and lift as below stacking and spreading as directed dewatering shoring and strutting preparing the bed for foundation etc. |
| 62 | Item No.2:-Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete. |
| 63 | Item No.3:- Providing and laying in situ c.c. of following grade of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewateering formwork compaction etc.comp.M.150 grade |
| 64 | Item No.4: Providing and casting in situ C. C. of trap/granite/quartzite/gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer incharge including normal dewatering, plywood formwork,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to givea smooth and even surface wherever necessary orroughening if special finssh is to be provided and curing, etc.complete.RCC Slab & vertical wall (M.200) |
| 65 | Item No.5:- Providing and fixing in position steel bar reinforcement of various dia for RCC piles, cap footings foundations slabe beams columns canopies staircases newels, chajjas, lintel, pardies, copings, fin, arches bars etc as per detailed drawing and schedules etc.comp. (including cost of binding wire)MS steel |
| 66 | Item No.6:- Providing cement plaster for following thickness in two coats in cement mortar in following proportion with cement finish to concrete brick stone surfaces in all position including scaffolding and curing etc.comp. 20mm thick cement plaster in 1:4 proportion20 mm thick in C.M. 1:4 |
| 67 | Item No.7:- Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete. |
| 68 | CHAIN LINK AND GATEItem No. 1:-Providing and erecting Chain linked fencing of 1.60mt.height with G I chain link of size 50x50x8 mm guage thick and fixed 75 mm above ground level vertical MS Angle of 40 mm x 40 mm x 6mm) at 1.75 Metres, centre to centre with iron bar 16 mm Dia holdfast including excavating pits for foundation, embedded in CC block of 1:4:8 mix of size 450 x 450x 670mm at 1.75 m C/C with iron bar 16mm dia. as hold fast including welding link with angle frame at 30cm C/C with nuts and bolts at horizantal MS angles at top and bottom of 25 x 25 x 5mm size and vertical MS flat 35 x 5mm and 25 x 5mm horizantal including cross support of 40 x 40 x6mm angles both sideat every corner or bend embedded in concrete blocks of 1:4:8 of size e 450 x 450x 670mm including 3 coats of oil painting etc. complete. |
| 69 | Item No. 2:- Proividing and fixing Wicket gate 1.0 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundiaion, finishing painting, etc. complete.M.S. Wicket gate 1.0 M wide |
| 70 | TRAIL RUNItem 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. Trial Run For 1 month |
| 71 | Provision for Energy charges for one month -- etc comp. |
| 72 | Provision for Chemical charges for one month -- etc comp.For 3 Months requirement (0.287 x 90x5 kg )=0.13 MT |
| 73 | Providing and fixing signboards of size size60x80cm made out of 14gauge M.S.Sheet with retroreflective sheeting of Engineering Grade as per M.O.T.specificationNo.801-3(1993)white reflective background,lettering symbol bordering of black non reflective paint including 3.65 metre long M.S.angle onepost of 65x65x6mm size duly painted with white and black bands including fixing the boards of M.S.angle with galvanised nuts and bolts and washer.The Board shall be as per IRC-67-1977 including conveying fixinging round with C.C.1:4:8 block of size0.60x0.60x0.75m,with 7 year guarantee for the sheeting etc.complete. Mild Steel Board with Engineering Grade. Please Enable Macros to View BoQ information |
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