Tender for Tender for Retrofitting To Pwss Village Rule Tal.Velha Dist Pune Under Jjm 21-22 Open Class 11793811 Retrofitting To Pwss Village Rule Tal.Velha Dist Pune Under Jjm 21-22 Open Class
Tender Value
1.17 Crore
Estimated cost
Bid Submission
17 Jul 2026
2 days left
EMD
1.17 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 Retrofitting To Pwss Village Rule Tal.Velha Dist Pune Under Jjm 21-22 Open Class 11793811 Retrofitting To Pwss Village Rule Tal.Velha Dist Pune Under Jjm 21-22 Open Class
BOQ
| Sl. No. | Item Description |
| 1 | SUBWORK NO 1A Pumping Machinary 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. A) 20.00 HP Submerssible Pumpset upto 15 Stages |
| 2 | Item No. 2 - Providing & fixing valves of following dia. Including all taxes central & local transportation all matrial & labour charges etc. comp. (A) 65 mm dia Sluice Valve |
| 3 | (B) 65 mm dia Reflux Valve |
| 4 | 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) 65 mm dia. G.I. high class Pipe |
| 5 | Item No. 4 - Providing & fixing MS flanged specials including all matrial & labour charges etc. comp. |
| 6 | Item No. 5 :- L.T. Control Panel Board - Designing, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial of Various Panel Boards as per detailed specifications. |
| 7 | 11) Earthing GI Plate 0.6 x 0.6 x 0.6, charcoal |
| 8 | Item No. 6 :- Cables - Providing & Fixing flat flexible 3 core 16 sq mm PVCsheathed submersible type copper cable |
| 9 | Item No.7 :- Providing structural steel work in rolled stanctions composed of RSJ channel, etc., with caps, bases, mild steel plates, angles, brackets, cleats, gusset, plates, anchor bolts, etc. as per detailed design, drawings, or as directed by Engineer-in-charge including cutting, fabricatings, hoisting, erecting, fixing in possition, making riveted. bolted/welded connections etc, complete. |
| 10 | SUBWORK NO 1B Pumping Machinary 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. A) 3 HP Submerssible Pumpset upto 08 Stages |
| 11 | Item No. 2 - Providing & fixing valves of following dia. Including all taxes central & local transportation all matrial & labour charges etc. comp.(A) 65 mm dia Sluice Valve |
| 12 | (B) 65 mm dia Reflux Valve |
| 13 | 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) 65 mm dia. G.I. high class Pipe |
| 14 | Item No. 4 - Providing & fixing MS flanged specials including all matrial & labour charges etc. comp. |
| 15 | Item No. 5 :- L.T. Control Panel Board - Designing, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial of Various Panel Boards as per detailed specifications. |
| 16 | 11) Earthing GI Plate 0.6 x 0.6 x 0.6, charcoal |
| 17 | Item No. 6 :-Cables - Providing & Fixing flat flexible 3 core 10 sq mm PVCsheathed submersible type copper cable |
| 18 | Item No.7 :- Providing structural steel work in rolled stanctions composed of RSJ channel, etc., with caps, bases, mild steel plates, angles, brackets, cleats, gusset, plates, anchor bolts, etc. as per detailed design, drawings, or as directed by Engineer-in-charge including cutting, fabricatings, hoisting, erecting, fixing in possition, making riveted. bolted/welded connections etc, complete. |
| 19 | SUBWORK NO 2A SWITCH ROOM Item No. 1:- Excavation for foundation /pipe trenches in earth, soils of all types, gravel & soft murum, including removing the excavated material upto a distance of 50 M & lift as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling. |
| 20 | Item No. 2:-Providing dry trap/granite/quartzite/gneiss, rubble stone soling in 15 cm to 20 cm thick layers (including hand packing and compacting), etc. complete. |
| 21 | Item No. 3:-Filling in plinth and floors / trenches with contractor’s murum for bedding in 15 cm to 20 cm layers including watering and compaction complete.. |
| 22 | Item No. 4:-Providing and laying in situ cement concrete M-15 /1:2:4 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) . |
| 23 | Item No.5:-Providing uncoursed rubble masonry of trap/ granite/ quartzite/gneiss stones in cement mortar 1:5 in basements including scaffolding, bailing-out water manually, racking out joints when plastering is to be done striking joints where no pointing where no pointing or plastering is to be done and watering complete. . |
| 24 | Item No. 6:- Providing Bricks masonry in cement mortar 1:6 using Second Class Burnt Bricks bricks in superstructure including striking joints, raking out joints, watering and scaffolding complete. |
| 25 | Item No. 7:-Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete |
| 26 | Item No. 8:- Providing and fixing the country cut teak wood double or single leaf second class fully paneled doors for exterior wallventilator as per detailed drawing including iron oxidised fixture and fastenings the wood work with one coat of primer (excluding the door frame)complete. |
| 27 | Item No. 9:- Providing and fixing steel windows of various sizes as per detailed drawings with welded square bars 12 mm at 10 cm centre to centre without hot dip zinc coating without/with ventilator including fabrication, glazing with non-acetinic/ plain/ obscured glass panes of approved type and quality, all fixtures and fastenings without teak wood boxing, and architraves and finishing with one coat of primer complete. |
| 28 | Item No. 10:-Providing and casting in situ Cement Concrete of metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces curing, etc. complete.. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted )For RCC Beam- M 200 |
| 29 | Item No. 11:- Providing and casting in situ Cement Concrete of metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces curing, etc. complete.. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted )For RCC Slab- M 200 |
| 30 | Item No. 12:- Providing and casting in situ Cement Concrete of metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces curing, etc. complete.. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted )For RCC Chajja - M 200 |
| 31 | Item No 13:-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 & schedule |
| 32 | Item No 14:-Providing internal cement plaster 20mm thick in single coat in cement mortar 1:3 without neeru finish to stone masonry surfaces, in all positions including scaffolding and curing complete. |
| 33 | Item No 15:-Providing sand faced plaster externally in cement mortar using Kharsalia/Kasaba or similar type of sand, in all positions including base coat of 15mm thick in C.M. 1:4 using waterproofing compound at 1kg.per cement bag, curing the same for not less than 3 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in C.M. 1:4, finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete. |
| 34 | Item No 16:- Providing flush pointing with cement mortar 1:3 for stone masonry including scaffolding and curing complete. |
| 35 | Item No 17:-Providing and laying cement concrete flooring 50 mm thick with 1:2:4: cement concrete lead to proper level and slope in alternater bays including compaction filling joints marking line to gave the apperance to tilles of 30 cm x 30 cm or other size lwad diagonally / square etc.finishing smooth (with extra cement) in any colour as directed and curing complete. |
| 36 | Item No 18:- Providing and applying plastic emulsion paints of approved quality, colour,and shade to old/new surfaces in two coats including scaffolding, preparing the surface including prime coat etc. complete. |
| 37 | Item No 19:- Providing and applying white wash in two coats on old /new plastered or masonry surface and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down, etc. complete. |
| 38 | Item No 20:- Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning preparing the plaster surface applying prime coad , scaffolding if necessary and watering the surface for two days etc complete |
| 39 | SUBWORK NO 2B PRODUCTION WELL (8X15m) 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. In overburden (soft soil, murum) |
| 40 | In weathered rock with boulders |
| 41 | In weathered rock / soft rock |
| 42 | In hard rock other than quartzite |
| 43 | In hard rock quartzite |
| 44 | 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 Strata Lift 0.00 to1.5 m |
| 45 | Lift 1.50 to3.0 m |
| 46 | Item No. 3:- Excavation in general in hard material comprising of soft rocks, hard rock, manjara rock etc. by blasting / controlled blasting ,chiseling as re-quirked in wet or dry condition for head works I. e. 'intake well connecting pipe, jack well ,pump 'house supply well, etc. for lift 0 to1.5M and lead of 1.50M including barricading, guarding depositing off surplus excavated stuff within a radius 'of 0.5 km as directed by Engineer -in-charge excluding refilling.Hard Strata |
| 47 | Lift 4.50 to 6.0 m |
| 48 | Lift 6.00 to 7.5 m |
| 49 | Lift 7.50 to 9.0 m |
| 50 | Lift 9.00 to10.5 m |
| 51 | Lift 10.50 to12.0 m |
| 52 | Lift 12.00 to13.5 m |
| 53 | Lift 13.50 to15.0 m |
| 54 | 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. |
| 55 | 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) |
| 56 | 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 200a) R.C.C. Ring beam. |
| 57 | b) R.C.C. Ring Wall |
| 58 | 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 Steel |
| 59 | Item No.8:-Providing & filling around the well boulders filling of selected variety & size of boulders including cost of all material labors transportation etc. complete with all leads lifts |
| 60 | 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 150 X 80 @ 14.90 kg/m. |
| 61 | 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. |
| 62 | Item No. 12:- Drilling of Horizontal bore well 150 mm dia by D.T.C. machine, including transportation of machine at work site |
| 63 | 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. |
| 64 | SUB WORK NO 2C ESTIMATE OF FILTRE TRENCH GALLERY Item No : - 1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. For Trench Gallery |
| 65 | Item No : - 2 Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge. 40 mm gauge pebbles |
| 66 | 12 mm to 20 mm gauge pebbles |
| 67 | 6 mm to 12 mm gauge pebbles |
| 68 | Item No : - 3 Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete. 450mm Dia. Class N.P-3 Collar Joint |
| 69 | Item No : - 4 Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. complete as directed by Engineer-in-charge. 450mm Dia. Class N.P-3 Collar Joint |
| 70 | SUB WORK NO 3A RCC ESR For Rule Item No. 1 Capacity of ESR (40000) Staging Height 12 M 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 locking arrangement 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 anti- termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge. The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 /1985 for R.C.C. staging of overhead tanks. For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. The entire structure shall be in M-300 mix only. Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity. Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300. 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 stretch at shallow depth, extra provision of dewatering shall be made as per site condition All conditions 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. 75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% isapplicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individualfoundation to raft, actual increase in concrete and steel be paid as per relevant DSR item. The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR. The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below 12 to 16 M staging - 2% per metre 16 to 20 M staging - 3% per metre 20 M and above - 4% per metre Cost of 25000 Litres capacity=975465 upto 50,000 Lires= 20.39 A) Cost of ESR (40000) Total Cost of ESR |
| 71 | Item No 2 :- Providing ISI mark C.I. D.F pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete .A)outlet, Overflow C.I.D.F PIPE 100 mm.( CLASS A ). |
| 72 | Inlet Pipe |
| 73 | Item No. 3:-Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. |
| 74 | Item no 4:- Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps excluding GST levied by Gol and GoM in all respect , transportation etc complete. Sluice Valve 100 mm Dia ( PN -1.6) |
| 75 | SUB WORK NO 3B R.C.C. GSR (Rule) @Tidkewadi Cap 22000 lit Item No. 1 Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as Stainless Steel ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. |
| 76 | Item No. 2:-Providing ISI mark GI. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete. Inlet, outlet, Overflow G. I Pipe 100 mm. Class B |
| 77 | G. I Pipe 125 mm. Class B |
| 78 | 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 excluding GST levied by Gol and GoM in all respect , transportation etc complete. Sluice Valve 100 mm Dia (PN-1.6) without bypass |
| 79 | Sluice Valve 125 mm Dia (PN-1.6) without bypass |
| 80 | Item No. 4:- MS SPECIAL |
| 81 | SUB WORK NO 3C R.C.C. GSR (Rule) @Tidkewadi Cap 22000 lit Item No. 1 Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as Stainless Steel ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of Acrylic emulsion with Silicon additives Paint to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. |
| 82 | Item No. 2:-Providing ISI mark GI. 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. Inlet, outlet, Overflow G. I Pipe 100 mm. Class B |
| 83 | G. I Pipe 125 mm. Class B |
| 84 | 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 excluding GST levied by Gol and GoM in all respect , transportation etc complete. Sluice Valve 100 mm Dia (PN-1.6) without bypass |
| 85 | Sluice Valve 125 mm Dia (PN-1.6) without bypass |
| 86 | Item No. 4:- MS SPECIAL |
| 87 | SUB WORK NO. 4 RAW WATER RISING MAIN Item No. 1 Providing DI K-9 grade pipes with internal cement mortar linign including all taxes, insurance, railway freight, unloading from railway wagon, loading into truck, transport to site, unloading, stacking etc. complete100 mm dia DI K-9 |
| 88 | Item No. 2 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.75 mm Dia. 6 Kg /Cm2 |
| 89 | Item No.3 Providing and supplying ISI maek CI D/F reflux valve (Non-return valve)of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, trasportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux Valve100mm P.N-1.6 without bypass |
| 90 | Item No. 4 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.Sluice Valves (Without by-pass arrangement)100 mm dia CI DF S/vales PN-1.6 |
| 91 | Item No.05 Providing 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.50mm P.N-1.0 |
| 92 | Item No. 6 Providing, supplying, lowering and laying of D.I specials (considering 4.5% of supply amount) |
| 93 | Item No 7 Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete |
| 94 | Item No.8 Excavation for foundation / pipe trenches in hard murum & boulders, WBM road including removing the excavated material up to 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 & excluding backfilling etc. complete |
| 95 | Item No.9 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up to 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 |
| 96 | Item No.10 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 dstance of 50 metres from the area and lift as below,normal dewatering, excluding backfilling, etc. complete. |
| 97 | Item No.11 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, remo ing the excavated material upto adistance 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) |
| 98 | Item No.12 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 andcompaction, etc. complete. |
| 99 | Item No.13 Lowering laying and jointing with SBR ruber gaskets D.I. S/S pipes of various classes with DI / MS / CI specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and labour, etc. complete. 100 mm dia DI K-9 |
| 100 | item no 14 Lowering, laying and jointing with HDPE 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).75 mm Dia. 6 Kg /Cm2 |
| 101 | Item No.15 Hydraulic testing of CI/DI pipe line to specified pressure including cost of all materials & labour and water to 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 guages & 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 using water suppiled by the contractor.100 mm dia DI K-9 |
| 102 | Item No. 16 Hydraulic testing of H. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. 75 mm Dia. 6 Kg /Cm2 |
| 103 | Item No.17 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing.Reflux Valve100mm P.N-1.6 without bypass |
| 104 | Item No.18 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing.100 mm dia CI DF S/vales PN-1.6 |
| 105 | Item No.19 Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, Column, Anchor block, 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 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) a)RCC M:150 for Encasing, Anchor blocks |
| 106 | Item No.20 Refilling the trenches with available exvavated 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 |
| 107 | Item No.21 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 withproviding and making flanged joints whereverrequired and fixing of air valve tee, etc. complete as per type design and as directedby Engineer -in- charge for following diameters of pipe lines (type design attached)Foundation on Murum and Harder Strata. upto 150mm |
| 108 | SUB WORK NO.5 GRAVITY MAIN 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.63 mm Dia HDPE Pipe 6 Kg/sqcm |
| 109 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 110 | Item No.2 Providing G.I./P.V.C/HDPE Specials as per standard specifications & direction of incharge Engineer. (1% of Item No.1&2) |
| 111 | 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.Sluice valves+Sluice valve for washout 50 mm Dia |
| 112 | Sluice valves+Sluice valve for washout 65 mm Dia |
| 113 | Item No. 4 Providing & supplying ISI mark CI D/F reflux valve (Non- return valve) of following dia including all taxes (central and local ), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984).Sluice valves+Sluice valve for washout 50 mm Dia |
| 114 | Sluice valves+Sluice valve for washout 65 mm Dia |
| 115 | Item No. 5 Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete.Air valves 25 mm Dia |
| 116 | Item No. 6 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 |
| 117 | Item No. 7 Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. HMB |
| 118 | Item No. 8 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 |
| 119 | Item No. 9 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. Lift 0 to 1.5 M |
| 120 | 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. |
| 121 | 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 63 mm Dia HDPE Pipe 6 Kg/sqcm |
| 122 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 123 | 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).Sluice valves+Reflux valve+Sluice washout Dia |
| 124 | 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 |
| 125 | Item No. 15 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 |
| 126 | Item No. 16 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 0.90 x 0.60 x 0.9 |
| 127 | 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 |
| 128 | Item No. 18 Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.63 mm Dia HDPE Pipe 6 Kg/sqcm |
| 129 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 130 | SUB WORK NO.6 DISTRIBUTION SYSTEM 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.GI Pipe 50 mm Dia M Class |
| 131 | GI Pipe 65 mm Dia M Class |
| 132 | GI Pipe 80 mm Dia M Class |
| 133 | GI Pipe 100 mm Dia M Class |
| 134 | GI Pipe 125 mm Dia M Class |
| 135 | Item No. 2 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.63 mm Dia HDPE Pipe 6 Kg/sqcm |
| 136 | Item No. 3 Providing G.I./ P.V.C. Specials as per standard specifications & direction of incharge Engineer. (5% of Item No.1,2 &3) |
| 137 | Item No. 4 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. completeSluice valves+Sluice valve for washout 80 mm Dia |
| 138 | Sluice valves+Sluice valve for washout 65 mm Dia |
| 139 | Sluice valves+Sluice valve for washout 50 mm Dia |
| 140 | Item No. 5 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 |
| 141 | Item No. 6 Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. HMB |
| 142 | Item No. 7 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 |
| 143 | Item No. 8 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. Lift 0 to 1.5 M Hard Rock |
| 144 | Item No 9 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. |
| 145 | Item No. 10 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. GI Pipe 50 mm Dia M Class |
| 146 | GI Pipe 65 mm Dia M Class |
| 147 | GI Pipe 80 mm Dia M Class |
| 148 | GI Pipe 100 mm Dia M Class |
| 149 | GI Pipe 125 mm Dia M Class |
| 150 | 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 63 mm Dia HDPE Pipe 6 Kg/sqcm |
| 151 | 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) Sluice valves+ Sluice valve washout 80 mm Dia |
| 152 | Sluice valves+ Sluice valve washout 50 mm Dia |
| 153 | Item No. 13 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 encasing |
| 154 | Item No. 14 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 0.9 x 0.6 x 0.9 |
| 155 | Item No. 16 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.GI Pipe 50 mm Dia M Class |
| 156 | GI Pipe 65 mm Dia M Class |
| 157 | GI Pipe 80 mm Dia M Class |
| 158 | GI Pipe 100 mm Dia M Class |
| 159 | GI Pipe 125 mm Dia M Class |
| 160 | Item No. 17 Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 63 mm Dia HDPE Pipe 6 Kg/sqcm |
| 161 | SUBWORK NO.7 FHTC Item No.1 Providing and making HDPE/PVC pipe consumer service connection on distribution main by drilling holes with suitable means, including all labour. HDPE/PVC pipe of required length with or without road crossing as described below including saddle/clamp saddle of suitable material ---as directed by Engineer in charge.With road crossing 15 mm service connection with road crossing (without watermeter) |
| 162 | Item No.2 With road crossing 15 mm service connection without road crossing (without watermeter) |
| 163 | SUB WORK NO.8 DISPLAY INFORMATION BOARD Item No. 1 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20 m x 0.90 m size made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border /messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65 m long painted withal ternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 164 | SUB WORK NO.9 TRIAL RUN Item No. 1 Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirement 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, toghether with training of personnel spared by MJP/ Local Body and handling over the scheme to local body and handling over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. |
| 165 | SUBWORK NO.10 SOLAR Item No.1 The design, Manufacture supply Installation, Commissioning and Testing of Solar photovoltaic water pumping system 10 H.P.D.C. submercible Pump- as per MNRE Specifications- Specifications of Solar Deep well (submersible) Pumping Systems with D.C. Motor Pump Set with Brushes orBrushless D.C. (B.L.D.C.) Technical Specification- 10 H.P. Submersible pump for Water Supply Well / Borewell . B.L.D.C. (Min.9000 Wp PV Array). (1) Discharge 207000 litres per day from a total dynamic head of 50m. and Shut off dynamic head 70m or (2) Discharge 135000 litres per day from a total dynamic head of 50m. and Shut off dynamic head 100m or (3) Discharge 94500 litres per day from a total dynamic head of 70m. and Shut off dynamic head 150m PV Array should be as per IEC 61215 Specifications and qualify IEC 61730 part 1&2 testings , 4 sq.mm - 3 core flat ISI mark copper cable, On off switch, dry run and lightening protection, Scope of work- supply, Installation, commissioning , Testing, third party inspection, Transportation , Insurance for 5 years, 5 years warrantee, 5 years repairs and maintenance, Remote monitoring System and applicable taxes. Necessary certificates, operation and maintenance manual etc. (As Per GOI MNRE Letter No.32/24/2020-SPV Division Dated 18/08/2021) |
| 166 | Item No.2 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 Two Sets. (PWD DSR 2021-22,Pune Region BDW-46.39 Page No217) |
| 167 | Item No.3 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 Two Nos. of Gates each 1.5 X 1 mtr (PWD CIVIL DSR 2021-22 , BDW 6A -23.09 page no -129 ) . |
| 168 | Item No.4 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) |
| 169 | Item No.5 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) |
| 170 | Item No.6 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) |
| 171 | Item No.7 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 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
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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