Special Repairs To Belsangvi K.T.Weir On Tiru River Tq. Jalkot Dist. Latur Under Extension And Improvement
Tender Value
13.36 Crore
Estimated cost
Bid Submission
13 Jul 2022
0 days left
EMD
5.53 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jalkot → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repairs To Belsangvi K.T.Weir On Tiru River Tq. Jalkot Dist. Latur Under Extension And Improvement
BOQ
| Sl. No. | Item Description |
| 1 | PART (A) - Barrage Part |
| 2 | i) Civil Portion |
| 3 | Item.No.1-Excavation in Soft strata in dry or wet conditions for canal, seating of embankment, filter drains/ catchwater drains etc., and placing the excavated stuff neatly in dump area or for formation of service road/ embankment including cost of all materials, machinery, labour, dressing bed and side store quired level and profile etc. Complete with lead up to 1 km including dewatering and all lifts as directed. |
| 4 | Item No.2- Excavation in hard rock of all toughness by breaker including boulders above 0.6m dia. (0.113Cum) minimising damage to side slopes of excavation and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, levelling bed etc., complete with lead upto1km including dewateringand all lifts as directed . |
| 5 | Item No.3-Providing steel anchor dowel bars of 32 mm diameter and 4 m length at the base of the well including drilling holes of 60 mm diameter up to 2.5 m depth in rock, placing the dowels in position and effectively grouting the holes with CM 1:1 etc. complete. |
| 6 | Item No.4-Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss/ quartzite/ graded metal for foundation and bedding by Batching Plant & Transit Mixer including shuttering, scaffolding, placing, compacting, curing including dewatering etc. complete with all lifts as directed. |
| 7 | Item No.5--Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss/ quartzite/ graded metal for RCC works of RCC works of abutment, wingwalls, returns, transition walls, piers, columns, beams and slabs, diaphram walls, road slabs trough (BoxCulvert) trough for aqueduct, wearing coat,etc. with Batching Plant and Transit mixer including shuttering, scaffolding, placing, compacting, curing including dewatering etc. complete with all lifts as directed. |
| 8 | i) abutment/ retaining walls/ wing walls/ Transition walls |
| 9 | ii) For Piers |
| 10 | Item No.6- Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed. |
| 11 | Item No.7- Dismantling the Stone Masonry in cement mortar including stacking the material with all lifts etc.complete as directed. |
| 12 | Item No.8- Providing and constructing 150mm thick Quarry Spalls of approved trap stone quality of specified thickness from approved source including cost of all materials,labour,machinary etc.complete with lead upto 1 km and all lifts as directed. |
| 13 | Item No.9-Back filling the trenches using available material from excavation in layers not exceeding 300mm, each layer shall be compacted by watering and ramming with out disturbing the pipe line with excavated stuff, including breaking of clods of soil etc complete as directed. (The back filling on the two side sof the pipe line should be carried out simultaneously) |
| 14 | Item No.10-Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, machinary, handpacking/ wedging stone chips, finishing etc., complete with lead upto 1km and all lifts as directed. |
| 15 | Item No.11-Providing and constructing contraction joints by fixing 310mm wide central bulb type approved quality PVC water stop in two lines with 8mm dia. Steel dowel rods on either side at 1m interval, forming 125*125 size groove in between 2 water stops for filling asphalt, fixing 15mm dia. two legged G.I.pipe with U-bend at bottom for circulating steam at interval and forming 150mm dia. formed drain behing water seals including cost of allmaterials, machinery, labour, filling as phalt in groove, circulation of steam at intervals, vulcanizing water seal joints etc. complete with all lifts as directed |
| 16 | Item No.12-Providing and laying weep holes of 100mm diameter PVC pipes as per drawing for abutment returns, returnwalls etc. Complete. |
| 17 | Item No.13- Providing railing of mild steel angle post 2.0m center to center of section 75mmx75mmx10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B-class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete. |
| 18 | Item No.14- Drilling 52-57 mm dia grout holes by percusson drilling equipment through masonry /rock in stages as directed including cleaning and flushing the drilled holes, conveyance of all materials and equipments for all other ancillary etc complete. As Directed by Engineer-In-charge. |
| 19 | Item No.15-Providing & injecting cementatious grout as per specification in the drilled holes at required pressure including supplying, conveying cement, microsilica, flyash, admixtures (Accelerator, Binder, Super plasticizer) ,grouting machinery with packer system etc complete. As Directed by Engineer-In-charge. |
| 20 | Item No.16-Providing Hearting embankment selected impervious material from approved borrow areas (Private land -contractor\"s own material) in layers including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sortingout, breaking clods, levelling, sectioning edges /sides, watering, compacting each layer to density control of not less than 95 % of Proctor density using vibratory compactor including cost of water etc., complete with lead upto1 km for water and all lifts as directed. |
| 21 | Item No.17-Providing casing embankment using selected pervious material from approved borrow areas (Private land-contractor\"s own material) in layers including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/ sides, watering, compacting each layer to density control of not less than 95 % of Proctor density using vibratory compactor including cost of water etc., complete withlead upto1 km for water and all lifts as directed |
| 22 | Item No.18- Providing and constructing 0.50 m thick vertical or inclined graded filter media consisting of 150mm thick sand layers and 200mm thick 20mm down coarse approved clean, hard, graded aggregates satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes, compaction etc., complete as per specifications and approved drawings with lead up to 1 km and all lifts as directed |
| 23 | ii) Mechanical Portion |
| 24 | Item No.19-VERTICAL LIFT BARRAGE GATE EMBEDMENTManufacturing, Erection, Commissioning & Testing Manufacturing with QAP, fabrication, erection, commissioning & testing of embedded parts of V.L. Barrage gate/Stop log gate Consisting of Primary Embedments, Sill beam, Roller Track, Side guide, Side seal kit etc. All material used shall conformed to related IS Codes. Mild steel confirming to IS 2062.The tolerances between Bushing / Bearing /Pin Should confirm to IS 919 (Part I & II). Other Material includes C.S. (IS1030), Brass (IS 28), P. Bronze (IS 305), Al. Bronze (IS 318), S.S. (IS 6911), Rubber seal (IS 11855), Welding electrodes (AWS E6013 for general weld joints & E7018 for X ray quality weld joints). It includes all materials, Labour charges, machining and machinery charges, 1km lead charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc rich primer on dry film to give total dry film thickness 70 +/- 5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/- 5 micron per coat as per IS 14177.The embedment & gate assembly shall be reasonably water tight, the maximum permissible leakage being not more than 5 liters/min/m wetted length of seal. The surface finish of seal plates should be within the range of 1.6 to 6.3 µm (IS 9349). |
| 25 | Item No.20 -VERTICAL LIFT BARRAGE GATE LEAFManufacturing, Erection, Commissioning & Testing Manufacturing with QAP, fabrication, erection, commissioning & testing of Gate leaf of V.L. Barrage gate Consisting of following parts. Gate Leaf, Horizontal girder, Guide roller assembly, & Roller Assembly. All material used shall conformed to related IS Codes. Mild steel confirming to IS 2062.The tolerances between Components & assembly Shall confirm to IS 4623.the fits and tolerances between the bronze bushing & hub shall be H7r6 (Interference fit) & with pin shall be H7f7 (Clearance fit) and for antifriction bearings with hub shall be H7 (Interference) & antifriction bearing with pin shall be r6 (Interference) as per IS 4623. Other Material includes C.S. (IS1030), Brass (IS 28), P. Bronze (IS 305), Al. Bronze (IS 318), S.S. (IS 6911), Rubber seal (IS 11855), Welding electrodes (AWS E6013 for general weld joints & E7018 for X ray quality weld joints). It includes all materials, Labour charges, machining and machinery charges, 1km lead charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc rich primer on dry film to give total dry film thickness 70 +/- 5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/- 5 micron per coat as per IS 14177,The embedment & gate assembly shall be reasonably water tight, the maximum permissible leakage being not more than 5 liters/min/m length of seal. |
| 26 | Item No.21-PYLON STRUCTURE - Manufacturing, Erection, Commissioning & TestingManufacturing with QAP, fabrication, erection, commissioning & testing of Pylon Structure. All materials used shall confirmed to related IS Codes. Mild steel used for manufacturing shall conform to IS 2062. Welding electrodes (AWS E6013 for general weld joints & E7018 for X ray quality weld joints). It includes all materials, Labour charges, machining and machinery charges, 1km lead (Item contd. on next page) charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc rich primer on dry film to give total dry film thickness 70 +/- 5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/- 5 micron per coat as per IS 141 |
| 27 | Item No.22-ROPE DRUM HOIST without Hoist Bridge - Manufacturing, Erection, Commissioning & Testing Manufacturing with QAP, fabrication, erection, commissioning & testing with 125 % of rated capacity of Rope Drum Hoist consisting of central drive unit, gear train frames, rope drums, gears, pinions, shafts, 3 phase electric motor, brake, reduction gear box, wire ropes, gate position indicators, manual operation arrangement, ICTP main switch, electric starter, etc. All material used shall conformed to related IS Codes specified in IS 6938. Above item covers Mild steel confirming to IS 2062. the fits and tolerances between the bronze bushing & hub shall be H7r6 (Interference fit )& with pin shall be H7f7 (Clearance fit) and for antifriction bearings with hub shall be H7 (Interference) & antifriction bearing with pin shall be r6 (Interference ) as per IS 4623. Other Material includes C.I (IS 210), C.S (IS1030), P. Bronze (IS 305), Al. Bronze (IS 318), S.S (IS 6911), Wire rope (IS 2266), Wire rope sockets ( Is 2485), 3p S4 duty Induction Motor (IS 325), Reduction gear box ( IS 7443), Welding electrodes (AWS E6013 for general weld joints & E7018 for X ray quality weld joints). It includes all materials, Labour charges, machining and machinery charges, 1km lead charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc rich primer on dry film to give total sloventless coal tar epoxy paint applied to give dry film thickness 70 +/- 5 microns and 2 coats of minimum dry film thickness of 150+/- 5 micron per coat as per IS 14177 |
| 28 | Item No.23 -HOIST BRIDGE - Manufacturing, Erection, Commissioning & Testing Manufacturing with QAP, fabrication, erection, commissioning & testing of Hoist Bridge. All materials used shall confirmed to related IS Codes. Mild steel used for manufacturing shall conform to IS 2062. Welding electrodes (AWS E6013 for general weld joints & E7018 for X ray quality weld joints). It includes all materials, Labour charges, machining and machinery charges, 1km lead charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc rich primer on dry film to give total dry film thickness 70 +/- 5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/- 5 micron per coat as per IS 14177. |
| 29 | Item No.24-Operation and maintenance of vertical lift type gates,stoplog gates and hoisting arrangement after satisfactory complection of erection including all test and trial every year for three years including all maintenance of all gate components before mansoon as requried and operation of the gates while mansoon for storing water in barrage including replacement of any part if necessary and rectification of any component if required in view of smooth operaion of gates as directed by Engineer in charge,including cost of all consumable and maintainance of approach road etc.complete. |
| 30 | Item No.25-Providing and fixing MS Stair case with ralling chequred plate for steps and landing including fabrication,fixtures,errecting and fixing in position with two coats of oil paints etc. complete as directed by Engineer in charge. |
| 31 | Item No.26-Providing and installing 25 KVA Diesel Generator Set with necessary electrification and providing 8.00mX4.00mX3.60m Generator room with CGI Sheet roofing and side walls including angles,purlins etc.complete as directed by Engineer in charge. |
| 32 | PART (B) -Approach Road |
| 33 | Item.No.27-Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 34 | Item No.28-Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts,laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete. (Material obtained from departmental Land) |
| 35 | Item No.29-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) |
| 36 | Item No.30--Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) |
| 37 | Item No.31- Providing and fixing RCC 200metre stones as per I.R.C. standard including fixing in standard size CC 1:4:8 block including curing, painting lettering etc. complete. |
| 38 | Item No.32- Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 4mm aluminumsheet bonded with white retro reflective sheeting of Class composite material Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. |
| 39 | PART (C) -WUA Office Building |
| 40 | Item.No.33-Excavation for foundation in earth, soil of all types, sand,gravel and soft murum, including removing the excavated material up to a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means |
| 41 | Item No.34-Excavation for foundation in hard murum including removing the excavated material up to distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering,preparing the bed for the foundation and necessary backfilling, ramming,watering including shoring and strutting etc.complete.(Liftupto1.50m) By Mechanical Means |
| 42 | Item No.35- Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap /granite /quartzite /gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro process or based PLC with SCADA enabled reversible DrumType mixer/concrete Batch mix plant (Panmixer) etc. complete. With fine aggregate (Natural Sand/Crusheds and VSI Grade finely washed etc) |
| 43 | Item No.36-Providing and laying Cast in situ /Ready Mix cement concrete in M20 of trap /granite /quartzite /gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc.complete.The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro process or based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc.complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) |
| 44 | Item No.37- Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel). with fully automatic micro process or based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Panmixer)etc.complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) |
| 45 | Item No.38- Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction and roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro process or based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Panmixer)etc.complete. With fine aggregate (Natural Sand/Crushed sand VSI Grade finely washed etc) |
| 46 | Item.No.39-Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel). with fully automatic micro process or based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Panmixer) etc. complete. With fine aggregate (Natural Sand/Crushed sand VSI Grade finely washed etc) |
| 47 | Item No.40-Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pilecaps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins,arches etc.as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 48 | Item No.41-Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually, striking joints on unexposed faces,raking out joints on exposed faces and watering etc. Complete |
| 49 | Item No.42--Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in super structure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 50 | Item No.43- Filling in plinth and floors with contractors material/brought from out side and approved by Engineer in charge in layers of 15cm to20cm including watering and compaction etc. complete. |
| 51 | Item No.44- Providing dry/trap/granite/quartzite/gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc.complete. |
| 52 | Item.No.45-Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 with out neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete |
| 53 | Item No.46-Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete. |
| 54 | Item No.47-Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 using water proofing compound at 1kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to8mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 55 | Item No.48-Providing and laying Rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in plain/diamond pattern on a bed of 1:6 C.M. including cement float, striking joints,pointing in cement mortar 1:3 curing and cleaning etc. complete |
| 56 | Item No.49- Providing and fixing M40 grade thick vibrated pull cast or similar type concrete frame with chamfer conforming to I.S.6524 1983 having 6mm dia. bars 3Nos. And stirrups @250mm c/c and fixing in wall with 6Nos of hold fast of 12mm dia bars 500mm long including primer and oil painting etc, complete) frame size 60 mm x 100 mm . |
| 57 | Item No.50- Providing and fixing solid core flush door shutter commercial in single leaf 32mm thick with out ventilator commercia ltype of exterior grade as per detailed drawings with wrought iron holdfast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete |
| 58 | Item No.51-Providing and fixing in position (as per 1868/1982) Aluminium sliding window of three tracks with rectangular pipe 95x38.10x0.90mm at weight 0.637kg/Rmt. with window frame bottom track section 92x31.75x1.30mm at weight 1.070kg/Rmt. Top and side track section 92x31.75x1.30mm at weight 0.933kg/Rmt. The shutter should be of bearing bottom 40x18x1.25mm at weight 0.417kg/Rmt. Interlocking section 40x18x1.10mm at weight 0.469kg/Rmt. and handle and top section 40x18x1.25mm at weight o.417kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and selflocking catch fitted in vertical section of shutter including 5mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With powder coating without box |
| 59 | Item No.52- Providing and fixing mild steel grill work for windows, ventilators etc. 20kg/sqm as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. |
| 60 | Item No.53- Providing and applying white -wash in one coat on old/new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc.complete. |
| 61 | Item.No.54-Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in one coat including scaffolding, preparing the surfaces. (excluding the primer coat.)etc.complete. |
| 62 | Item No.55-Providing and applying two coats of waterproof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 63 | Item No.56-Providing and applying two coats of lead/ zinc base oil paint/ bituminious paint of approved colour to new structural steel work and iron work in buildings including scaffolding if necessary,cleaning and preparing the surface etc. complete. (excluding primer coat). |
| 64 | PART (D) -Formation of WUA |
| 65 | Item No.57--Prepration of uptodate digital command maps- showing Jurisdiction of W.U.A.,with all details.With Scale1 : 1000 & getting approval ,making correction , supplyimg 10. hard copies & soft copy of the same |
| 66 | Item No.58--Preparation & Publication of Benificiers list ofWUA as per specification & supplying |
| 67 | Item No.59--Providing assistance in collecting data for preparation of voters list from relevant authorities & publication of voters list.As per instruction of Engineer incharge supplyimghard copy& soft copy of the same |
| 68 | Item No.60--Providing and making arrangements for Holding of W.U.A. Elections as per instruction of engineer incharge & supplyinghard copy& soft copy of the same |
| 69 | Item No.61--Capacity Building Of W.U.A.-Arranging& Conducting Meetings & Trainings to benificieries. Meetings Before& After the Formation of W.U.A. |
AI Tender Summary
Tender Timeline
Jun 27, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 14, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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