Tender For Special Repairs Of Sewage Line At Nausena Baugh Under Ge [Nb], Visakhapatnam.
Tender Value
1.29 Crore
Estimated cost
Bid Submission
20 Oct 2026
17 days left
EMD
2.04 Lakhs
Bank guarantee accepted
Document Fee
1000
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 Special Repairs Of Sewage Line At Nausena Baugh Under Ge [Nb], Visakhapatnam.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in Soft / Loose soil complete all as specified and as directed. |
| 2 | Excavation in trenches not exceeding 1.5m wide and exceeding 1.5M and not exceeding 3.00m deep in Soft / Loose soil complete all as specified and as directed. |
| 3 | Demolition and breaking up 150mm bore drain pipes [Salt glazed ware, AC or Reinforced concrete] of any diameter set in cement mortar separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100M and disposal of unserviceable materials ,debris and rubbish to a distance not exceeding 100M complete all as specified and as directed. |
| 4 | Demolition and breaking up 200mm bore drain pipes [Salt glazed ware, AC or Reinforced concrete] of any diameter set in cement mortar separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100M and disposal of unserviceable materials ,debris and rubbish to a distance not exceeding 100M complete all as specified and as directed. |
| 5 | Demolition of Brick / Stone Masonry built in Cement Mortar including all quoins arches pillars etc, separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100M and disposal of unserviceable materials ,debris and rubbish to a distance not exceeding 100M complete all as specified and as directed. |
| 6 | Demolition of Un-reinforced Cement Concrete of any description and in any position not otherwise specially provided for ,separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100M and disposal of unserviceable materials ,debris and rubbish to a distance not exceeding 100M complete all as specified and as directed. |
| 7 | M & L for PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed. |
| 8 | M & L for Providing Precast Cement Concrete Solid Block Masonry of 1:3:6, Type C1 using 20mm graded stone aggregate exceeding 100mm width with plain or interlocking joints set in cement mortar 1:4 complete all as specified and as directed. |
| 9 | M & L for 150mm dia RCC Pipes, Class NP3, laid and jointed with collars laid in trenches or in floors and jointed with cement mortar complete all as specified and as directed. |
| 10 | M & L for 150mm dia RCC Pipes, Class NP3, laid and jointed with collars laid in trenches or in floors and jointed with cement mortar complete all as specified and as directed. |
| 11 | M & L for concrete bed to drain pipes of size 150 mm bore packing under and haunching against the sides of pipes after they are laid and fitted in cement concrete, Type C2, 1:3:6, using 40mm graded stone aggregate complete all as specified and as directed. |
| 12 | M & L for concrete bed to drain pipes of size 200 mm bore packing under and haunching against the sides of pipes after they are laid and fitted in cement concrete, Type C2, 1:3:6, using 40mm graded stone aggregate complete all as specified and as directed. |
| 13 | M & L for PCC 1:2:4 type B-1, using 20 mm graded stone aggregate as in benching of manholes. complete all as specified and as directed. |
| 14 | M & L for providing Precast Cement Concrete 1:2:4, Type B-1 using 20mm graded stone aggregate as in landings, bed plates, pintle blocks, anchorage block, cover slabs (for manholes etc.), shelves and similar articles with plain faces and set in mortar 1:4 including necessary form work complete all as specified and directed. |
| 15 | S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 6mm to 8mm dia, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed. |
| 16 | M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:3, surfaces finished even and smooth without using extra cement complete all as specified and as directed. |
| 17 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. |
| 18 | Removal of excavated material [Soil] to a distance exceeding 1.5 KM and not exceeding 5 KM and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 19 | Demolition of Unreinforced Cement Concrete in ground floors and Pavings not exceeding 15cm thick [below or above ground level] and removing rubbish to a distance exceeding 1.50 KM but not exceeding 5.00 KM complete all as specified and as directed. |
| 20 | M & L for 75mm thick PCC 1:3:6, Type C-1, using 20mm graded aggregate as in Plinth protection etc surface finished even and smooth with out using extra cement and providing 12mm thick joints for full depth of PCC at every 3.00 m and every change of direction duly filled with mastic filling comprising of 01 Part of heated bitumen blown grade of any penetration and 3 parts of sand [all by weight] complete all as specified and as directed. |
| 21 | Demolition and breaking up 100mm bore drain pipes [Salt glazed ware, AC or Reinforced concrete] of any diameter set in cement mortar separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100M and disposal of unserviceable materials ,debris and rubbish to a distance not exceeding 100M complete all as specified and as directed. |
| 22 | S & F 110mm bore PVC [SWR] pipes single socketed, in any length with rubber ring/ solvent cement joints, fixed to walls/ceiling or laid in floor in any position with necessary brackets, clamps, bolts, nuts, etc., complete all as specified and as directed. |
| 23 | M & L for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in Cement Mortar 1:4 complete all as specified and directed. |
| 24 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in hard / dense soil complete all as specified and as directed. |
| 25 | M & L for Hardcore of gauge not exceeding 63mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface complete all as specified. |
| 26 | M & L for 100 mm thick, PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Sub base for flooring complete all as specified and as directed. |
| 27 | Demolition of Reinforced Cement Concrete [reinforcement cut as required to facilitate demolition] in ground floors and Pavings not exceeding 15cm thick [below or above ground level] , separation of serviceable materials from the unserviceable, stacking the serviceable materials within 100M and disposal of unserviceable materials ,debris and rubbish to a distance not exceeding 100M complete all as specified and as directed. |
| 28 | M & L for rendering to stone masonary surfaces, 20 mm thick in Cement Mortar 1:4, surfaces finished even and fair without using extra cement complete all as specified and as directed. |
| 29 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel [½ round or ¾ section] in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required for 200 mm dia of pipe complete all as specified and as directed. |
| 30 | M & L for concrete bed to drain pipes of size 100 mm bore packing under and haunching against the sides of pipes after they are laid and fitted in cement concrete, Type C2, 1:3:6, using 40mm graded stone aggregate complete all as specified and as directed. |
| 31 | Removing of debris to out side the premises to a distance of 15 Km complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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