Tender For Repairs To Path, Boundary Wall, Fencing And Sewerage System At Ncb, construction Park, Ce, Cwe Complex, 32 Weu, Rs, Navy House And Waltair Road Area Under Age B/R-I Of Ge (Nd) Visakhapatnam
Tender Value
45 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
5 days left
EMD
90000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Visakhapatanam → Andhra Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairs To Path, Boundary Wall, Fencing And Sewerage System At Ncb, construction Park, Ce, Cwe Complex, 32 Weu, Rs, Navy House And Waltair Road Area Under Age B/R-I Of Ge (Nd) Visakhapatnam
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Aug-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 31-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | NOTE: THE TENDER SHALL NOTE BEFORE QUOTING HIS UNITS RATE, ALL ITEMS OF WORKS SHALL BE EXECUTED IN HIGH RISE BUILDING UPTO 9TH FLOOR AND PROVISION OF NECESSARY SCAFFOLDING AND SAFETY MEASURES SHALL BE DEEMED TO BE INCLUDED IN THE RATE QUOTED BY THE CONTRACTOR OR FIRM. |
| 2 | Dismantling wrought iron or mild steel work of any description as in barbed wire of etc complete all as directed. |
| 3 | Dismantling fencing wire mesh, any type |
| 4 | Excavation in post hole(or similar holes) each n.exc 0.50 Cum getting out returning filling in and ramming earth around in layers n.exc 25cm watering and removed surplus soil to a distance n.exc 50m and making good surface in soft/loose soil. |
| 5 | M&L for cement concrete type 1:2:4, type B-2 using 40mm graded stone aggregate as in post hole all as specified and as directed. |
| 6 | S&F in repairs galvanised 2 stranad steel barbed wire 2.24 mm dia barbed with 2 mm dia barbed at 75 mm spacing s and straing and fixing to any type of standard rail strain -ing Bolt , including, securing or tying at crossing with and provision of galvanised mild steel wire , staples or steel pine etc complete all as specified & directed. |
| 7 | S&F in repairs concertina coil 600mm dia 10m openable length having 50 Nos rounds per 6m length, upto 4.00m height wall. |
| 8 | S&F 100 x 100 mm x 4mm chain link fencing including line wires any type including provision of binding wire all as per specified and directed. |
| 9 | Mild steel Framed work with square / rectangular hollow section , angle iron, MS flat etc such as ornamental grills, gratings etc . with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe.290. Gde-E-165 complete all as specified and as directed. |
| 10 | S & F Mild steel screw bolts diameter of neck 11 to 15(machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5cm but n exc 10cm long. |
| 11 | Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings |
| 12 | S & F Pre-painted galvalume aluminum zinc coating GI Based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified. |
| 13 | S & F Pre-painted galvalume aluminum zinc coating GI Based corrugated steel sheet 0.50 mm thick of any having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified. |
| 14 | M&L for Mild steel round bars 10 mm dia and over for chainlink fencing/gates and similar wks and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips. |
| 15 | M & L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint. |
| 16 | M & L for preparation of old painted steel surfaces of any description, not otherwise described over 10cm in width or girth and applying one coats of synthetic enamel paint for any height upto 11th floor complete all as specified and directed. |
| 17 | Excavation in trenches not exc 1.5m wide and n. exc 1.5m deep for foundations, etc and getting out in soft/loose soil complete all as specified and directed. |
| 18 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm thickness as in soil complete all as specified and directed. |
| 19 | Removing excavated material /soil to a distance not exceeding 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed. |
| 20 | M & L for Reinforced concrete pipes 200mm bore of class NP3, laid and jointed with collars including demolition and breaking up existing drain pipes set in cement mortar complete all as specified and directed. |
| 21 | M & L for salt glazed stone ware drain pipes 150mm dia grade 'A' laid in trenches and jointed complete including demolition and breaking up existing drain pipes set in cement mortar complete all as specified and directed. |
| 22 | M & L for cement concrete 1:3:6 type C2 using 40 mm graded crushed stone aggrerate as in bed concrete to drain pipes including forming cradles of pipes after they are laid and tested for 200 mm bore pipes after they are laid and tested complete all as specified and directed. |
| 23 | M & L for cement concrete 1:3:6 type C2 using 40 mm graded crushed stone aggrerate as in bed concrete to drain pipes 150 mm bore including packing under & haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 24 | M & L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for internal dia of pipe 100mm complete all as specified and directed. |
| 25 | M & L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for in dia of pipe 150mm complete all as specified and directed. |
| 26 | Demolition of Plain cement Concrete of any description and in any position not otherwise specifically provided for all as specified and as directed. |
| 27 | M & L for PCC 1:4:8, type D-2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as directed. |
| 28 | M & L for PCC 1:2:4, type B-2 using 40mm graded crushed stone aggregate as in surface channels and drains complete all as directed. |
| 29 | M & L for Precast RCC 1:2:4. type B-1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for manholes), shelves including necessary formwork, and the like and set in CM 1:4 including dismantling old cover slabs and removing debris complete all as specified and directed. |
| 30 | M & L for TMT bars 10mm dia and over. as in reinforcement cut to length, bent to shape required including cranking, bending spirally for hooping for columns. hooking ends and binding with and including Mild Steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed. |
| 31 | M & L for brick work with fly ash bricks, straight or curved on plan exc 6m mean radius built in CM 1:4 using old size bricks including demolition of old brick work complete all as specified and directed. |
| 32 | Taking down cement plaster on brick work or stone masonry walls. etc including raking out joints. hacking for key. scrubbing down with water, etc and removing the debris outside of MOD land complete all as specified and directed |
| 33 | M & L for Rendering 15mm thick on fair faces of brick or concrete surfaces in CM 1:4 mixed with water proofing compound finished fair and even (without using extra cement) complete as specified and directed. Note: Water proofing compound shall be measured and paid separately. |
| 34 | Supply only liquid water proofing compound complete all as specified and directed. |
| 35 | M&L for removal of existing treatment from old decorated plastered surface of wall, apply one coat of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint complete all as specified and as per specified by Engineer -in-Charge . |
| 36 | M & L for preparation of newly plastered surfaces of walls/celling and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over priming coat of exterior primer applied 0.90 litre/10sqm over and including suitable thickness wall care putty for making good undulations to obtain smooth surface complete all as specified and directed. |
| 37 | Complete removal of existing treatment on old surfaces of walls/ceiling and applying two coats of weather proof paint over a coat of primer complete all as specified and directed. |
| 38 | M&L preparing old or previously plastered surfaces of walls and applying one coat of cement base paint complete all as specified and directed. |
| 39 | M & L For preparation of newly plastered surface walls and applying two coats of cement base paint complete all as specified and directed. |
| 40 | Preparing old surfaces of walls by brooming down or by steel wire brushing and applying one coat of white wash by auto roller all as specified and directed. |
| 41 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 500 litres with 20mm ball valve including dismantling of old tank complete all as specified and directed. |
| 42 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 1000 litres with 20mm ball valve including dismantling of old tank complete all as specified and directed. |
| 43 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) 2000 litres with 25mm ball valve including dismantling of old tank complete all as specified and directed. |
| 44 | S & F in repairs PVC self threaded cooltex type water tank lid with frame suitable for PVC water tanks of capacity 500/750/1000/2000 litres complete all as directed. |
| 45 | S & F 110mm bore PVC (SWR) soil, waste or rain water pipes single socketed in any length with rubber ring joints laid in trenches or floors , including taking down old pipes complete all as specified and directed. |
| 46 | M & L for PVC (SWR) bends any radius 110mm bore with oval access door complete all as specifiede and directed. |
| 47 | M & L for 110mm bore PVC (SWR) junction single, (Single T) equal Or unequal with access door complete all as directed. |
| 48 | S & F 75mm bore PVC (SWR) soil, waste or rain water pipes single socketed in any length with rubber ring joints laid in trenches or floors , including taking down old pipes complete all as specified and directed. |
| 49 | S& F PVC (SWR) bends any radius 75 mm bore with access door all as specified and as directed. |
| 50 | S&F in repairs 75 mm PVC (SWR) branch piece, single (single T) equal or unequal with access doorall as specified and as directed. |
| 51 | S & F 160mm bore PVC (SWR) soil, waste or rain water pipes single socketed in any length with rubber ring joints laid in trenches or floors , including taking down old pipes complete all as specified and directed. |
| 52 | S& F PVC (SWR) bends any radius 160 mm bore with access door all as specified and as directed. |
| 53 | S&F in repairs 160 mm PVC (SWR) branch piece, single (single T) equal or unequal with access doorall as specified and as directed. |
| 54 | M & L for PCC 1:5:10, type E-2 using 40mm graded stone aggregate as in foundation, sunken floor filling and mass concrete including demolition of old sunken floor concrete complete all as specified and directed. |
| 55 | M & L for Rendering 10mm thick on fair faces of brick or concrete surfaces in CM 1:4 mixed with water proofing compound finished fair and even (without using extra cement) complete as specified and directed. Note: Water proofing compound shall be measured and paid separately. |
| 56 | M & L for applying Nitto bond two coats on plastered surfaces as per manufacturer instructions etc complete all as specified . |
| 57 | M & L for 25mm thick, PCC 1:2:4, Type B-0, using 12.5mm graded stone aggregate as in sub base of floors complete all as specified and directed. |
| 58 | M & L for coloured joint free Non skid Ceramic tiles 7 to 8 mm thick (square/rectangular) of size 300mmx300mm, laid in floors set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles laid over and including 15mm thick screed bed in CM 1:6 including dismantling existing tiles complete all as specified and directed. |
| 59 | Demolition of cement concrete in Ground floors and pavings nexc 15cm thickness complete all as directed |
| 60 | M & L for hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and leveled in layers not exceeding 15 cm thick, watered and rammed to a true surface. |
| 61 | M&L Plain Cement concrete type B1, 1:2:4 (using 20 mm graded stone aggregate) in sub base of hard standing including finishing the surface even and smooth using extra cement. all as specified and directed by Engineer-in-charge. |
| 62 | M&L for 15 mm thick screed bed in CM(1:6) set jointed in neat cement slurry and pointed with colour cement to match the tiles complete. |
| 63 | M & L for precasted PCC Chequared tiles prepolished machine pressed chemically treated for antifungal 300mmX 300mm size X 22 mm thick of approved coloured complete all as specified and directed. |
| 64 | M & L for sand filling under floors or in foundations including watering and consolidation as required complete all as specified and directed. |
| 65 | M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness complete all as specified and as directed. |
| 66 | Supplying and laying of 20 mm bore CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings fixed to walls, ceiling or in floors etc. including taking up or down of old steel tubing and connections for any height upto 11th floor complete all as specified and directed. |
| 67 | Supplying and laying of 25 mm bore CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings fixed to walls, ceiling or in floors etc. including taking up or down of old steel tubing and connections for any height upto 11th floor complete all as specified and directed. |
| 68 | Material & Labour for cleaning of Septic Tanks. soakage wells and manholes of any size and capacity by removing the sewage water and sludge and other materials by using Vehicle Mounted automatic sewage, suction machine ( Honey sucker machine) and disposal to out side MD land and cleaning thei complete area including making good any damages complete all as directed. Notes - (i) Before cleaning each septic tank, soakage well and manhole take measurement and after cleaning shall be taken invariably and shall be kept in record duly signed by contractor, JE and Engineer-in-charge. (ii) Details of Vehicle Mounted automatic sewage suction machine used in the work eg RC. Drivers licence of driver etc shall be obtained from the contractor and shall be kept in record duty verified. (iii) Details of entry and exit of Vehicle Mounted automatic sewage suction machine on site of work shall be maintained in a seperate register date wise and signed by contractor and JE concerned. (iv) If the cleaning of any septic Tank Soakage well is required more than once the same shall be carried out after obtaining written approval of Engineer-in-Charge indicating location of the septic Tank Soakage well and this fact is to be reflected in MB while recording the measurements . |
| 69 | Material & Labour for cleaning of Septic Tanks. soakage wells and monholes of any size and capacity by removing the sewage water and sludge and other materials by using pressure pump or manually and disposal waste in a borrow pits within 50 m of location and spreding bleaching powder top and surrounding. area of borrow pits and covering with fresh mud and finally spraying unslacked lime , dry around septic tank . soakage well and manholes and over the pits completely all as directed and cleaning the complete area including making good any damages complete all as directed . NOTES (i)Before cleaning each septic tank , soakage well and manhole take measurement and after cleaning shall be taken invariably and shall be kept in record duly signed by contractor, JE and Engineer-in-charge. (ii)cost of earth work ,bleaching powder and lime to be included in the unit rate quoted by the tenderer. Quantity of thick solid sluge only shall be measured for payment under this item Volume of septic tank soakage well and manholes will not measure and Paid . |
| 70 | M&L for keeping sewage lines fully functional by providing (Minimum Two unskilled labour / sweeper per day ) services of cleaning of blockages of sewage lines of any dia and depth manholes of any size and depth, working in foul conditions, cleaning of manholes and sewage lines by mechanical means, flushing with water in sewage lines between successive manholes and keeping the system functional including water closets, floor traps, Nahani traps, gully traps etc, upto final drop/outlet into septic tanks, in the area under AGE B/R I by providing adequate manpower for attending complaints of sewage cleaning as instructed by concerned JE with complaint slip and report back to the same JE after resolution of complaints including maintaining of the record of complaint slips after getting signature of users, complete all as specified and as directed by Engineer-In-Charge. Please Enable Macros to View BoQ information |
| 71 | M&L for keeping sewage lines fully functional by providing (Minimum Two unskilled labour / sweeper per day ) services of cleaning of blockages of sewage lines of any dia and depth manholes of any size and depth, working in foul conditions, cleaning of manholes and sewage lines by mechanical means, flushing with water in sewage lines between successive manholes and keeping the system functional including water closets, floor traps, Nahani traps, gully traps etc, upto final drop/outlet into septic tanks, in the area under AGE B/R I by providing adequate manpower for attending complaints of sewage cleaning as instructed by concerned JE with complaint slip and report back to the same JE after resolution of complaints including maintaining of the record of complaint slips after getting signature of users, complete all as specified and as directed by Engineer-In-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 31, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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