Tender for Tender for Retrofiting To Pwss Village Vegare Tal Mulshi Dist Pune Under Jjm 21-22 Open Class 11596582 Retrofiting To Pwss Village Vegare Tal Mulshi Dist Pune Under Jjm 21-22 Open Class
Tender Value
1.15 Crore
Estimated cost
Bid Submission
17 Jul 2026
1 days left
EMD
1.15 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pune → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Retrofiting To Pwss Village Vegare Tal Mulshi Dist Pune Under Jjm 21-22 Open Class 11596582 Retrofiting To Pwss Village Vegare Tal Mulshi Dist Pune Under Jjm 21-22 Open Class
BOQ
| Sl. No. | Item Description |
| 1 | Sub Estimate No -A-1 :- Percolation Well Vegerewadi 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.MJP SSR 2023-24 Pg 57 , Sec-H, 5 a,d In overburden (soft soil, murum) |
| 2 | In hard rock other than quartzite |
| 3 | Item No; 2:-Excavation in general in soft material comprising of soft soil, soft murrum, sand, hard murum with boulders in wet or dry condition for Head Works I.e. intake well, connecting pipe Jack well, pump House, supply well etc. for lift'0 to 1.5 M & lead 'of 1.50M including barricading, guarding, depositing oft surplus excavated stuff within a radius of 0.5km as directed by Engineer-in-charge-,etc 'complete excluding refilling. Soft StrataMJP DSR 2023-24 P No 39; I No 10 b)Basic Rate Rs 334Add Rs 30 for every next lift after initial lift Lift 0.00 to1.5 m |
| 4 | Lift 1.50 to3.0 m |
| 5 | Lift 3.00 to4.5 m |
| 6 | Lift 4.50 to6.0 m |
| 7 | Lift 6.00 to7.5 m |
| 8 | Lift 7.50 to9.0 m |
| 9 | Lift 9.00 to10.5 m |
| 10 | Lift 10.50 to12.0 m |
| 11 | Lift 12.00 to13.5 m |
| 12 | Lift 13.50 to15.0 m |
| 13 | Item NO. 4:-Dewatering the excavated trenches & pools of water in the building trenches/pipeline trenches/ well works by using pump and other devices including disposing off water to safe distance as directed ' by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.Basic Rate Rs 89MJP DSR 2023-24 P No 40; I No 14, |
| 14 | Item No.5:-Providing and laying in situ cement concrete M-15 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. (Wooden planks/ shuttering will not be allowed) Spec. No.: Bd.E.1 Page No. 287 /IS 456:2000PCC -150Basic Rate Rs 5881MJP DSR 2023-24 P No 47; I No 1 b |
| 15 | Item No. 6:-providing & casting in situ C.C. of trap / granite trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing & design or as directed by Engineer-in-charge including dewatering, centering from work compaction, finishing the formed surfaces with C.M.(1:1 1/2:3) of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete. (By weigh batching and mix M200. Only use of L&T, A.C.C., Ambuja, Birla gold Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement.For RCC M 200 a) R.C.C. Ring beam.Basic Rate Rs 8674MJP DSR 2023-24 P No 48; I No 4 |
| 16 | b) R.C.C. Ring Wall M-200Basic Rate Rs 9313MJP DSR 2023-24 P No 48; I No 5 |
| 17 | Item No.7:-Providing & fixing in position steel bar 'reinforcement of various dia. for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases, newels chajjas, lintels, pardies copings fins, arches, etc. as per detailed 'design & drawing & schedules, including cutting, bending, hooking the bars, binding with wire track 'welding & supporting as required, etc. complete.Tor SteelBasic Rate Rs 80681MJP DSR 2023-24 P No 48; I No 5. |
| 18 | Item No.9:-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. completeBasic Rate Rs 92.00MJP DSR 2023-24, P. No. 40, I. No. 15. |
| 19 | Item No. 10:-Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats, as per drawings or directed by Engineer in charge including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/welded connections and one coat of anti corrosive paints and over it two coats of oil painting, etc.ISMB 200 X 80 @ 25.4 kg/m.Basic Rate Rs 84020MJP DSR 2023-24 P No. 45, I.No.4. |
| 20 | Item No. 11:-Providing and Fixing in well staining 80 mm dia. A. C. pipe as weep holes 1.5 m. c / c staggered pipe sloping out side of the well including cost of all material and labour involved with all leads and lifts etc. complete.Basic Rate Rs 231MJP DSR 2023-24, P. No. 291, I. No. 5. |
| 21 | Item No. 12:-Drilling of Horizontal bore well 150 mm dia by D.T.C. machine, including transportation of machine at work siteBasic Rate Rs 369GSDA approved rates |
| 22 | Item No. 13:-Carrying out recuperation / yeild test for ascerting the discharge of constructed well as direrted by Engineer in charge.The test carried out by drawing down water from the well below normal / subsoil water level upto full depth rise in water level is recorded. . to the test including cost of all materials.overhead,labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.LPS less than 25000Basic Rate Rs 2492MJP DSR 2023-24, P. No. 294, I. No. 17 |
| 23 | Sub Estimate No -A-1 :- Percolation Well Vegerewadi 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.MJP SSR 2023-24 Pg 57 , Sec-H, 5 a,d In overburden (soft soil, murum) |
| 24 | In hard rock other than quartzite |
| 25 | Item No; 2:-Excavation in general in soft material comprising of soft soil, soft murrum, sand, hard murum with boulders in wet or dry condition for Head Works I.e. intake well, connecting pipe Jack well, pump House, supply well etc. for lift'0 to 1.5 M & lead 'of 1.50M including barricading, guarding, depositing oft surplus excavated stuff within a radius of 0.5km as directed by Engineer-in-charge-,etc 'complete excluding refilling. Soft StrataMJP DSR 2023-24 P No 39; I No 10 b)Basic Rate Rs 334Add Rs 30 for every next lift after initial lift Lift 0.00 to1.5 m |
| 26 | Lift 1.50 to3.0 m |
| 27 | Lift 3.00 to4.5 m |
| 28 | Lift 4.50 to6.0 m |
| 29 | Lift 6.00 to7.5 m |
| 30 | Lift 7.50 to9.0 m |
| 31 | Lift 9.00 to10.5 m |
| 32 | Lift 10.50 to12.0 m |
| 33 | Lift 12.00 to13.5 m |
| 34 | Lift 13.50 to15.0 m |
| 35 | Item NO. 4:-Dewatering the excavated trenches & pools of water in the building trenches/pipeline trenches/ well works by using pump and other devices including disposing off water to safe distance as directed ' by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.Basic Rate Rs 89MJP DSR 2023-24 P No 40; I No 14, |
| 36 | Item No.5:-Providing and laying in situ cement concrete M-15 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. (Wooden planks/ shuttering will not be allowed) Spec. No.: Bd.E.1 Page No. 287 /IS 456:2000PCC -150Basic Rate Rs 5881MJP DSR 2023-24 P No 47; I No 1 b |
| 37 | Item No. 6:-providing & casting in situ C.C. of trap / granite trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing & design or as directed by Engineer-in-charge including dewatering, centering from work compaction, finishing the formed surfaces with C.M.(1:1 1/2:3) of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete. (By weigh batching and mix M200. Only use of L&T, A.C.C., Ambuja, Birla gold Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement.For RCC M 200 a) R.C.C. Ring beam.Basic Rate Rs 8674MJP DSR 2023-24 P No 48; I No 4 |
| 38 | b) R.C.C. Ring Wall M-200Basic Rate Rs 9313MJP DSR 2023-24 P No 48; I No 5 |
| 39 | Item No.7:-Providing & fixing in position steel bar 'reinforcement of various dia. for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases, newels chajjas, lintels, pardies copings fins, arches, etc. as per detailed 'design & drawing & schedules, including cutting, bending, hooking the bars, binding with wire track 'welding & supporting as required, etc. complete.Tor SteelBasic Rate Rs 80681MJP DSR 2023-24 P No 48; I No 5. |
| 40 | Item No.9:-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. completeBasic Rate Rs 92.00MJP DSR 2023-24, P. No. 40, I. No. 15. |
| 41 | Item No. 10:-Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats, as per drawings or directed by Engineer in charge including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/welded connections and one coat of anti corrosive paints and over it two coats of oil painting, etc.ISMB 200 X 80 @ 25.4 kg/m.Basic Rate Rs 84020MJP DSR 2023-24 P No. 45, I.No.4. |
| 42 | Item No. 11:-Providing and Fixing in well staining 80 mm dia. A. C. pipe as weep holes 1.5 m. c / c staggered pipe sloping out side of the well including cost of all material and labour involved with all leads and lifts etc. complete.Basic Rate Rs 231MJP DSR 2023-24, P. No. 291, I. No. 5. |
| 43 | Item No. 12:-Drilling of Horizontal bore well 150 mm dia by D.T.C. machine, including transportation of machine at work siteBasic Rate Rs 369GSDA approved rates |
| 44 | Item No. 13:-Carrying out recuperation / yeild test for ascerting the discharge of constructed well as direrted by Engineer in charge.The test carried out by drawing down water from the well below normal / subsoil water level upto full depth rise in water level is recorded. . to the test including cost of all materials.overhead,labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.LPS less than 25000Basic Rate Rs 2492MJP DSR 2023-24, P. No. 294, I. No. 17 |
| 45 | A)5 HP Submerssible Pumpset |
| 46 | (A) 50 mm dia Sluice Valve PN-1.6 |
| 47 | (B) 50 mm dia Reflux Valve PN-1.6 |
| 48 | (C) 40 mm dia Kinetic Air Valve PN-1.6 |
| 49 | Item NO. 3- Providing & Supplying & laying ISI mark G.I. pipes of following dia.including all taxes central & local, transportation all labour etc. comp. (A) 50 mm dia. G.I. med class Pipe |
| 50 | Item No. 4: Providing and testing M.S Specials as per detailed specifications |
| 51 | Item No. 5 - Providing Fabricating erecting MS Flanges sleep on type(all Tables) of required size and thickness with both side machined. |
| 52 | Item No.6 - Providing and making flanged joints to flanged C.I./M.S. pipes of all classes / specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete. MJP SSR 2023-24 |
| 53 | Item No. 7 :- L.T. Control Panel Board - Designing, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial of Various Panel Boards as per detailed specifications. |
| 54 | 11) Earthing GI Plate 0.6 x 0.6 x 0.6, charcoal |
| 55 | Item No. 9 :-Cables - Providing & Fixing flat flexible 3 core 2.5 sq mm PVCsheathed submersible type copper cable |
| 56 | 1 x 4 x 10 sq.mm from MSEB supply to Panel to starter |
| 57 | Item No.10 :- Chain Pulley Block :-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 |
| 58 | Item No. 12: Electrification |
| 59 | Item No. 13: Tools |
| 60 | Item No. 14: Test & Trials |
| 61 | Item No. 14: Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and ne coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd- C-6/277) |
| 62 | A)7.5 HP Submerssible Pumpset |
| 63 | Item No. 2 - Providing & fixing valves of following dia. Including all taxes central & local transportation all matrial & labour charges etc. comp. (A) 50 mm dia Sluice Valve PN-1.6 |
| 64 | (B) 50 mm dia Reflux Valve PN-1.6 |
| 65 | (C) 40 mm dia Kinetic Air Valve PN-1.6 |
| 66 | Item NO. 3- Providing & Supplying & laying ISI mark G.I. pipes of following dia.including all taxes central & local, transportation all labour etc. comp. (A) 50 mm dia. G.I. med class Pipe |
| 67 | Item No. 4: Providing and testing M.S Specials as per detailed specifications |
| 68 | Item No. 5 - Providing Fabricating erecting MS Flanges sleep on type(all Tables) of required size and thickness with both side machined. |
| 69 | Item No.6 - Providing and making flanged joints to flanged C.I./M.S. pipes of all classes / specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete. MJP SSR 2023-24 |
| 70 | Item No. 7 :- L.T. Control Panel Board - Designing, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial of Various Panel Boards as per detailed specifications. |
| 71 | Item No. 8: Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. covercomplete with all materials, testing & recording the results as per specification no. EA-EP 11) Earthing GI Plate 0.6 x 0.6 x 0.6, charcoal |
| 72 | Item No. 9 :-Cables - Providing & Fixing flat flexible 3 core 2.5 sq mm PVCsheathed submersible type copper cable |
| 73 | 1 x 4 x 10 sq.mm from MSEB supply to Panel to starter |
| 74 | Item No.10 :- Chain Pulley Block :-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 |
| 75 | Item No. 12: Electrification |
| 76 | Item No. 14: Test & Trials |
| 77 | Item No. 14: Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and ne coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd- C-6/277) |
| 78 | Item No. 1 - Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable fopr various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer'sdesign. Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. 7.5 HP SUBMERSIBLE PUMP |
| 79 | Item No. 2 - Providing & fixing valves of following dia. Including all taxes central & local transportation all matrial & labour charges etc. comp. (A) 50 mm dia Sluice Valve PN-1.6 |
| 80 | (B) 50 mm dia Reflux Valve PN-1.6 |
| 81 | (C) 40 mm dia Kinetic Air Valve PN-1.6 |
| 82 | Item NO. 3- Providing & Supplying & laying ISI mark G.I. pipes of following dia.including all taxes central & local, transportation all labour etc. comp. (A) 50 mm dia. G.I. med class Pipe |
| 83 | Item No. 4: Providing and testing M.S Specials as per detailed specifications |
| 84 | Item No. 5 - Providing Fabricating erecting MS Flanges sleep on type(all Tables) of required size and thickness with both side machined. |
| 85 | Item No.6 - Providing and making flanged joints to flanged C.I./M.S. pipes of all classes / specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete. MJP SSR 2023-24 |
| 86 | Item No. 7 :- L.T. Control Panel Board - Designing, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial of Various Panel Boards as per detailed specifications. |
| 87 | Item No. 8: Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. covercomplete with all materials, testing & recording the results as per specification no. EA-EP 11) Earthing GI Plate 0.6 x 0.6 x 0.6, charcoal |
| 88 | Item No. 9 :-Cables - Providing & Fixing flat flexible 3 core 2.5 sq mm PVCsheathed submersible type copper cable |
| 89 | 1 x 4 x 10 sq.mm from MSEB supply to Panel to starter |
| 90 | Item No. 11: CHAIN PULLY BLOCK:- Providing, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load |
| 91 | Item No. 14: Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and ne coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd- C-6/277) |
| 92 | Subwork 5 Rising Main Item No. 1:- Providing ISI mark G.I. Pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores. etc. complete. 65 mm Dia GI Pipe CLASS M |
| 93 | 80 mm Dia GI Pipe CLASS M |
| 94 | Item No. 1:-Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form 90 mm Dia HDPE Pipe 12.5 Kg/sqcm |
| 95 | 90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 96 | Item No. 3:-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 65 mm dia CI DF S/vales PN-1.6 |
| 97 | 80 mm dia CI DF S/vales PN-1.6 |
| 98 | Item No. 4:-Providing and fixing position and jointing High performance Air valves for water combination type ( Kinetic air valve along with automatic air valves ) double ball, double orifice with stainless steel ball, tamper proof air vents rolling seal mechanism for air release and anti vacuum application designed for 16 Kg. Per sq. cm. working pressure and tested for 20 for kg per sq. cm. pressure. ( Rate to include cost of gaskets, bolt, nut and any other material required for jointing and its transportation etc. excluding GST levied by GOI & GOM in all respect CI ARV PN 1.6 50 MM |
| 99 | Providing & Supply of GI specials as per Directed by Engineer in Charge |
| 100 | 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Soil |
| 101 | IExcavation 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 dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. HMB |
| 102 | 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-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Soft Rock |
| 103 | Item No. 9:-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. (Bd-A-6/259) Chissling |
| 104 | Item No.10:-Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 105 | Lowering Laying & 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 either underground or in vertical position, as directed by Engineer-in-charge. 65 mm Dia GI Pipe CLASS M |
| 106 | 80 mm Dia GI Pipe CLASS M |
| 107 | Item No.20:-Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion. 65 mm Dia GI Pipe CLASS M |
| 108 | 80 mm Dia GI Pipe CLASS M |
| 109 | Item No. 11:-Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 90 mm Dia HDPE Pipe 12.5 Kg/sqcm |
| 110 | 90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 111 | Item No.20:-Hydraulic testing of H.D.P.E. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion. 90 mm Dia HDPE Pipe 12.5 Kg/sqcm |
| 112 | 90 mm Dia HDPE Pipe 8 Kg/sqcm |
| 113 | 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 joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves) 65 mm dia CI DF S/vales PN-1.6 |
| 114 | 80 mm dia CI DF S/vales PN-1.6 |
| 115 | Item No. 13:-Providing and fixing in position air valve shaft including providing and fixing GI 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 valve tee including encasing of vertical shaft in PCC M-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 and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.)upto 150 mm on Murum & harder strata |
| 116 | Item No. 15:-Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or cm thick slab etc. complete as directed by Engineer-in-charge.Size 1.2*1.2*1.2 |
| 117 | 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.a) 1:2:4 (M-150) grade for Thrust Blocksb) 1:2:4 (M-150) grade for encasing |
| 118 | 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 |
| 119 | Sub-Estimate No.7: Distribution System Item No.2 :- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with necessary 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 fright charges, inspection charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GOI & GOM in all respect etc. complete. 63 mm HDPE 6 kg/cm2 class Pipes |
| 120 | 50 mm G.I.M.D. class Pipes |
| 121 | Item No.1:- Providing and fixing PVC / GIMD / HDPE pipe specials suitable for above pipe lines as required duting execution of work, including all taxes --- do --- etc. complete. |
| 122 | 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) |
| 123 | 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. (Bd-A-2/259) |
| 124 | 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. (Bd-A-4/259)Lift 0 to 1.5 M |
| 125 | Item No. 6 :- 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. (Bd-A-6/259) |
| 126 | Item No7:-Providing murum bedding in trenches with approved murum from excavated materials from fiundations / trenches in 15 to 20 cm layers including watering and compaction, etc. complete. |
| 127 | Item No.8 :- Lowering, Laying and Jointing GIMD / HDPE pipes by heating to the ends of pipes with the help of tefflon coated electric mirror / heater to the required temparature and then pressing the ends together against each other, to form a monolithic & leack proof joint by thermosetting process. the pressing may be required to be done with Jacks / Hydraulic Jacks / Butt fusion machine etc. complete with all materials labours as directed by Engineer-in-charge, etc. complete. 63 mm HDPE 6 kg/cm2 class Pipes |
| 128 | 50 mm G.I.M.D. class Pipes |
| 129 | Item No.9 :- Providing and fixing as per relevant IS specifications CI D/F sluice valves, suitable types of pressure relief valves etc. of following doa. excluding GST levied by GOI & GOM in all respect, Including transportation upto site of work, unloading, stacking etc. complete. 65 mm dia. Washout valve |
| 130 | 50 mm dia. Washout valve |
| 131 | Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves) 65 mm dia. Washout valve |
| 132 | 50 mm dia. Washout valve |
| 133 | Item No.10 :- Providing and fixing C.I. Road boxes 225 x 300 mm size (40 Kgs.) 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. |
| 134 | Item No.11 :- Providing and laying in situ PCC M:150 ( 1:2:4 ) grades of cement concrete of trap / granite / quartzite / gneiss metal for foundition and bedding, including dewatering, form-work, compacting and curing, etc. complete. ( for levelling course ) |
| 135 | Item No.12 :- Hydraulic testing of GIMD / HDPE / MDPE 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, etc. complete. 63 mm HDPE 6 kg/cm2 class Pipes |
| 136 | 50 mm G.I.M.D. class Pipes |
| 137 | Item No.13 :- Filling in plinth and floors / exavated trenches with approved excavated materials from foundation 15 cm to 20 cm layers including watering and compaction etc. complete. |
| 138 | Sub Estimate No. 8 : FHTC 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.(With Road Crossing) |
| 139 | (Without Road Crossing) |
| 140 | Sub Estimate No. 9 :- Runing the scheme Item No. 1-Commissioning, running & maintaining the scheme to quantity, rated capacity, including managing necessary personal such as operator valveman etc. as per requirements of the scheme and who should also administer chemical dose for a period of year togather with training of personal spared by MJP / local body & handing ever the scheme to local body after completion of above period as directed by Engineer-in-charge. |
| 141 | Strengthning of existing Metallic tank Item No.5:-Providing and laying in situ cement concrete M-15 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. (Wooden planks/ shuttering will not be allowed) Spec. No.: Bd.E.1 Page No. 287 /IS 456:2000PCC -150Basic Rate Rs 5881MJP DSR 2023-24 P No 47; I No 1 b |
| 142 | Item No. 2 :- Food grain Sheet |
| 143 | Subwork no.11- 5 HP On Grid Solar Energy based Water Pumping System @Vegarewadi Item No. 1 :-Supplying, installing, testing and commissioning of following Capacity Solar on grid solar power pack with GI Mounting structure and inter connecting wires/cables without battery bank SPV modules and Solar power conditioning unit of required capacity complete, with 5 year on site performance warrantee. Specification no. ESD-RTONG-11KWP |
| 144 | Item No. 2 :- Supplying and erecting Solar Net Metering system at Proposed for PWS scheme including Solar Net Meter, Panel cables Earthing etc complete |
| 145 | Providing & erecting chain link fencing 1.6 mtr height with G I chain link of size 50 x 50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40 x 40 x 6 mm size including excavating pits for foundation and embedded in cc block 1 :4: 8 mix of size 450 x 450 x 670 mm at 1.75 m centre to centre with iron bar 16 mm dia as a hold fast including welding link with angle frame at 30 cm centre to centre with nuts & bolts & horizontal MS angle at top & bottom of 25 x 25 x5 mm size & vertical MS flat 35 x 5 mm & 25 x5 mm horizontal including cross supports of 40 x 40 x 6 mm angle both sides at every corner embedded in cc block with 3 coat of oil painting etc complete (PWD DSR 2021-22,Pune Region BDW-46.39 Page No217) |
| 146 | Providing and Fixing mild steel grill gate as per the detailed drawing including hinges,locking arrangement and painting in three coats of oil paint of aproved colour and shed etc complete(Weight 18 Kg to 20 Kg Per Sq.m.) Spec.No. As directed by Engineer-in-charge (PWD CIVIL DSR 2021-22 , BDW 6A -23.09 page no -129 ) . |
| 147 | PCC inside the Fencing - Providing & laying in situ following M150 C.C. of trap / granite/ gneiss metal for foundation & bedding including dewatering , form work , compacting & curing finishing etc. Complete inside solar tracker fencing ( MJP DSR 2021-22 Sect. G Item no 1b page no. 49) |
| 148 | Information board of IEC . Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete(MJP DSR 2021-22 sec no.F, Item No.6 page no. 48) |
| 149 | Information board of scheme Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete (MJP DSR 2021-22 sec no.F, Item No.6 page no. 48) |
| 150 | Material & labour for vinyl painting of matter given by dept. in diff. colour as per R.C GSDA /SOLAR PUMP /RC /F- NO 25/834/2013-14 dt 1.3.2014 |
| 151 | Subwork no.12- 7.5 HP On Grid Solar Energy based Water Pumping System @Nirgudwasti item 1- Supplying, installing, testing and commissioning of following Capacity Solar on grid solar power pack with GI Mounting structure and inter connecting wires/cables without battery bank SPV modules and Solar power conditioning unit of required capacity complete, with 5 year on site performance warrantee. Specification no. ESD-RTONG-11KWP |
| 152 | item 2 -Supplying and erecting Solar Net Metering system at Proposed for PWS scheme including Solar Net Meter, Panel cables Earthing etc complete |
| 153 | Providing & erecting chain link fencing 1.6 mtr height with G I chain link of size 50 x 50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40 x 40 x 6 mm size including excavating pits for foundation and embedded in cc block 1 :4: 8 mix of size 450 x 450 x 670 mm at 1.75 m centre to centre with iron bar 16 mm dia as a hold fast including welding link with angle frame at 30 cm centre to centre with nuts & bolts & horizontal MS angle at top & bottom of 25 x 25 x5 mm size & vertical MS flat 35 x 5 mm & 25 x5 mm horizontal including cross supports of 40 x 40 x 6 mm angle both sides at every corner embedded in cc block with 3 coat of oil painting etc complete (PWD DSR 2021-22,Pune Region BDW-46.39 Page No217) |
| 154 | Providing and Fixing mild steel grill gate as per the detailed drawing including hinges,locking arrangement and painting in three coats of oil paint of aproved colour and shed etc complete(Weight 18 Kg to 20 Kg Per Sq.m.) Spec.No. As directed by Engineer-in-charge (PWD CIVIL DSR 2021-22 , BDW 6A -23.09 page no -129 ) . |
| 155 | PCC inside the Fencing - Providing & laying in situ following M150 C.C. of trap / granite/ gneiss metal for foundation & bedding including dewatering , form work , compacting & curing finishing etc. Complete inside solar tracker fencing ( MJP DSR 2021-22 Sect. G Item no 1b page no. 49) |
| 156 | Information board of IEC . Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete(MJP DSR 2021-22 sec no.F, Item No.6 page no. 48) |
| 157 | Information board of scheme Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc. as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making riveted bolted welded connections and one coat of anti corrosive paint and over it two coats of oil painting etc. complete (MJP DSR 2021-22 sec no.F, Item No.6 page no. 48) |
| 158 | Material & labour for vinyl painting of matter given by dept. in diff. colour as per R.C GSDA /SOLAR PUMP /RC /F- NO 25/834/2013-14 dt 1.3.2014 |
| 159 | Subwork no 13:- Construction of syntex tank Item No.1 :- 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-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Soft Rock |
| 160 | Item No.3 :- Providing dry trap/granite/quartzite/gneiss, rubble stone soling in 15cm to 20 cm thick layers including hand packing and compacting, royalty charges etc. complete. |
| 161 | Item No.4: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) |
| 162 | Item No. 5:-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, compactin, 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) |
| 163 | For Mandav Khadak |
| 164 | For Margal wasti Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
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Upcoming · 1 dayJul 20, 2026
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