Tender For Repair To Gully Traps, Manholes, Sewage Lines, Septic Tank Etc In Sailors Married Quarters In Dolphin Hill Under Age Br-Iii Of Ge (Nb) Visakhapatnam.
Tender Value
45 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
16 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 Repair To Gully Traps, Manholes, Sewage Lines, Septic Tank Etc In Sailors Married Quarters In Dolphin Hill Under Age Br-Iii Of Ge (Nb) Visakhapatnam.
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc stacking the serviceable bricks after removing mortar and cleaning for re-use and disposal of debris and rubbish outside MD land as directed by the Engr-in-Charge. |
| 2 | M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 as in retaining walls, abutments and similar work complete all as specified and directed. |
| 3 | M & L for Brick work with fly ash brick, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 using old size brick complete all as specified and directed. |
| 4 | Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water and removing rubbish to outside MD land complete all as specified and directed |
| 5 | M & L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished the surfaces even and fair without using extra cement complete all as specified and directed. |
| 6 | M & L for rendering 15 mm thick in two coats (10mm+5mm each) on fair faces of brick work or concrete surfaces in cement mortar 1:4, mixed with integral water proofing compound with weight of cement in top layer as per manufacturer's instructions and finished the surface even and fair without using extra cement complete all as specified and directed. (Note : WPC shall be measured and paid separately against respective item). |
| 7 | Supply only proofing compound (ISI marked) complete all as specified and directed. |
| 8 | M & L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick masonry or concrete surfaces and finishing the surfaces even and fair without using extra cement complete all as specified and directed. |
| 9 | M & L for Raking out joints/ pointing to random rubble or polygonal rubble uncoursed or brought up to courses complete all as specified and directed. |
| 10 | M & L for Keyed pointing to random or polygonal rubble, uncoursed or brought upto course in cement mortar 1:4 complete all as specified and directed. |
| 11 | Demolition of reinforced cement concrete in any position not otherwise specifically provided for and removing rubbish to outside MD land complete all as specified and directed. |
| 12 | M & L for Precast Reinforced Cement Concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in cover slab (For manhole etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary form, moulds, etc complete all as specified and directed by the Engr-in-Charge. (Note : Reinforcement shall be measured and paid separately) |
| 13 | S & F high strength corrosion resistant TMT steel bars 6mm to 8mm dia., and over cut to length, bend 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 0.9 mm dia or securing with clips quality complete all as specified and directed. |
| 14 | S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend 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 0.9 mm dia or securing with clips quality complete all as specified and directed. |
| 15 | Demolition of un-reinforced cement Concrete of any description and in any position not otherwise specifically provided for and removing rubbish to outside MD land distance exc 1.5 km but nexc 5.00 Km complete all as specified and directed. |
| 16 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. |
| 17 | DM & L for Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in surface channel, drains etc complete all as specified and directed. |
| 18 | Extra for forming fair finished to concrete surface of drain 30cm inner girth in cement including forms, mould, mitred/stopped etc complete all as specified and as directed. |
| 19 | Add or deduct for each 25mm girth or part thereof over or under 30cm including form mould, mitred/stopped etc. complete all as specified and as directed. |
| 20 | M & L for plain cement concrete (1:2:4), type B1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed. |
| 21 | Cleaning of sewage lines 100 mm bore by rodding from Man holes to enable the sewage to flow freely to the next manholes, inluding disposing off sludge and other materials obtained from the sewage line to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. |
| 22 | All as per Serial item No. 21 aove but 150mm dia pipe complete ditto |
| 23 | All as per Serial item No. 21 aove but 200mm dia pipe complete ditto |
| 24 | All as per Serial item No. 21 aove but 300mm dia pipe complete ditto |
| 25 | Opening the cover and Cleaning of Manholes of any depth and size by pumping out the sewage water completely inluding disposing off sludge and other materials obtained from the manholes to a distance outside MD land, burried under ground (minimum 30 cm below ground level) including necessary excavation of pits in soft/loose soil and returning, filling in including sprinkling of bleaching powder at the rate of 0.75 kg/Sqm and dressing of surplus soil around slope complete all as directed by the Engr-in-Charge. |
| 26 | Cleaning the blockage in the Gully Trap completely enable the sewage to flow freely to the next manholes, removing the sludge and other materials from the Manholes by suitable means and removing all the materials obtained from the manholes out side MD land and cleaning the complete area including making good any damages gully trap complete all as directed by the Engr-in-Charge. |
| 27 | Opening the cover and cleaning of septic tanks, sumps, manholes etc of any capacity, dewatering foul water and taking out night soil, excreta, sludge, etc by pumping properly and removing and carrying the same to a distance upto outside MD land, burried underground (minimum 30 cm below ground level) including necessary excavation and earthwork in soft/loose soil for pits, returning, filling in including sprinkling bleaching powder @ not less than 0.75 Kg/Sqm and dressing of surplus soil around to slope as required including refixing the cover in position and cleaning the eitre area and making good damaged portion (if any) complete all as specified and directed. (Note : (i) Depth of sludge shall only be measured for volume.(ii): The cleaning work shall be carried out by Honey sucker tanker or similar transporter.) (iii) Contractor shall submit details of honey sucker tank , booking details and gate pass at the time of claiming payment |
| 28 | Clearing wash basin/kitchen drainage block from the waste pipes by romving grating and removing waste materials from the traps, bends etc carefully and roding with flexible GI wire to clear the blocking including dipositing the waste materials complete all as directed by the Engr-in-Charge Note : Copy of Complaint slips duly signed willl be submitted along with RAR/FB . No payment shall be allowed without complaint slip. |
| 29 | Clearing blockage from soil pipes or from WC by carefully roding soil pipe with split bamboos or flexible GI wire etc including cleaning the toilet by flushing water and disposing any removed soil materials complete all as directed by the Engr-in-Charge Note : Copy of Complaint slips duly signed willl be submitted along with RAR/FB . No payment shall be allowed without complaint slip. |
| 30 | M & L for Filling of cement mortar in sides of nahani trap, gully trap, rain water pipes out let etc. in CM 1:3 including WPC @ 2% by weight of cement or as per manufacturers instructions and making good finishes to arrest leakage / seepage complete all as specified and as directed. |
| 31 | M & L for repairing CI/PVC pipe of 75/100/110/150mm dia pipe leaking from joints in between floor trap and CI/PVC pipe bends on outside wall duly filed up joints of pipe with CM 1:1 or solvent cement with chemical grouting compound and making good to disturbed surfaces (as required) as per the existing one complete all as specified and as directed.Note : Copy of Complaint slips duly signed willl be submitted along with RAR/FB . No payment shall be allowed without complaint slip. |
| 32 | Complete removing the plants from the surfaces of the building with complete roots, applying recommended chemical to prevent further growth as directed, making good the disturbed surface with cement mortar 1:3 and applying the same surface finish of the existing surface and finished to match with the surrounding surfaces including removal of debris etc., out side the premises complete all as required complete all as specified and as directed. |
| 33 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed. |
| 34 | Excavation in trenches, not exceeding 1.5 M wide and exceeding 1.5 M depth but not exceeding 3.00 m depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed. |
| 35 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in any type of soil complete all as specified and directed. |
| 36 | Removing excavated materials exc 1.5 Km but n. exc 5 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. |
| 37 | Demolition and breaking 100m bore drain pipes (SGSW/AC/RCC) set in cement mortar including cement concrete bedding and removal of debris/rubbles etc to a distance n.exc 50m complete all as specified and directed. (Note: Necessary axcavation and earth work shall be measured and paid seperately) |
| 38 | All as per serial item No. 37 above but 150mm dia pipe complete ditto |
| 39 | All as per serial item No.37 above but 200mm dia pipe complete ditto |
| 40 | All as per serial item No. 37 above but 300 mm dia pipe complete ditto |
| 41 | M & L Reinforced concrete pipes, class NP2, 100 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 42 | M & L Reinforced concrete pipes, class NP2, 150 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 43 | M & L Reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 44 | M & L Reinforced concrete pipes, class NP2, 300 mm bore, laid and jointed with collars complete all as specified and as directed. |
| 45 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggragate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 100 mm bore SGSW/RCC drain pipes complete all as specified and directed . |
| 46 | All as per Serial item No. 45 above but for 150mm dia pipe complete ditto |
| 47 | All as per Serial item No. 45 above but for 200mm dia pipe complete ditto |
| 48 | All as per Serial item No. 45 above but for 300 mm dia pipe complete ditto |
| 49 | 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 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 100 mm bore of pipe complete all as specifieed and directed. |
| 50 | 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 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 150 mm bore of pipe complete all as specifieed and directed. |
| 51 | 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 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 200 mm bore of pipe complete all as specifieed and |
| 52 | 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 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required for 300 mm bore of pipe complete all as specifieed and |
| 53 | Dismantling 100mm bore, cast iron or reinforced concrete drain pipes jointed in cement mortar and taking out of trenches if required and as directed. |
| 54 | Dismantling 75mm bore, cast iron or reinforced concrete drain pipes jointed in cement mortar and taking out of trenches if required and as directed. |
| 55 | M & L for 100mm bore, Cast iron, sand cast soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed. |
| 56 | M & L for 75mm bore, Cast iron, sand cast soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed. |
| 57 | S & F in repairs Inspection eye cover for cast iron branch piece/bends for 100mm bore complete all as specified and directed. |
| 58 | S & F in repairs Inspection eye cover for cast iron branch piece/bends for 75mm bore complete all as specified and directed. |
| 59 | S & F in repair 100 mm bore, Cast iron vent cowl complete all as specified and directed. |
| 60 | S & F in repair 75 mm bore, Cast iron vent cowl complete all as specified and directed. |
| 61 | Taking down eaves gutters and rainwater/soil/waste pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including removal to Store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed |
| 62 | S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, etc complete all as specified and directed. |
| 63 | S & F 75 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, etc complete all as specified and directed. |
| 64 | S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints fixed to wall, etc with all necessary fixing arrangement complete all as specified and directed. |
| 65 | S & F 75 mm bore, PVC (SWR), Soil, waste and vent pipes, single socketed in any length with rubber ring joints fixed to walls, etc complete all as specified and directed. |
| 66 | S & F 110 mm bore, PVC (SWR) bends of any radius complete all as specified and directed. |
| 67 | S & F 75 mm bore, PVC (SWR) bends of any radius complete all as specified and directed. |
| 68 | S & F 110 mm bore, PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed. |
| 69 | S & F 75 mm bore, PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed. |
| 70 | S & F 110 mm bore, PVC (SWR) branch piece, double (double Y) equal or unequal complete all as specified and directed. |
| 71 | S & F 75 mm bore, PVC (SWR) branch piece, double (double Y) equal or unequal complete all as specified and directed. |
| 72 | S & F 110mm bore, PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed. |
| 73 | S & F 75mm bore, PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed. |
| 74 | S & F 110mm bore, PVC (SWR) junction Double (Double T) equal or unequal complete all as specified and directed. |
| 75 | S & F 75mm bore, PVC (SWR) junction double, (Double T) equal or unequal complete all as specified and directed. |
| 76 | S & F in repair 75 mm bore, PVC (SWR) floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and directed. |
| 77 | S & F in repair 100mm bore outlet PVC [SWR] Floor trap/ Nahani trap with SS grating including jointing with solvent cement complete all as specified and as directed. |
| 78 | S & F in repairs, 15mm bore, PVC connection pipe 600mm long with PTMT nuts at both ends complete all as specified and directed. |
| 79 | M & L in repairs for Cast iron work grade FG 150, articles exc 5 Kg each, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles complete all as specified and as directed. |
| 80 | S & F in repairs, 32mm dia flexible PVC waste pipe, 90cm long for wash basin/sink etc complete all as specified and directed |
| 81 | M & L for Mild steel Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed. |
| 82 | M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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