Tender For Addn / Altn And Repair/ Replacement, Separation Of Existing Sewage And Water Supply Pipe Line In Various Locations At Pangode Mil Stn Under Ge (Army) Trivandrum
Tender Value
44.16 Lakhs
Estimated cost
Bid Submission
31 Oct 2026
0 days left
EMD
88400
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvananthapuram → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Addn / Altn And Repair/ Replacement, Separation Of Existing Sewage And Water Supply Pipe Line In Various Locations At Pangode Mil Stn Under Ge (Army) Trivandrum
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Oct-2026 | Corrigendum No 1 (Other) | Other | 24-Oct-2026 |
| 2 | 23-Oct-2026 | Corrigendum No 1 (Other) | Other | 31-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches in hard/ dense soil, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out complete all as specified and directed. |
| 2 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of size 100/110 mm Dia Pipe set in cement mortar complete all as specified and directed. |
| 3 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of size 150/160 mm Dia Pipe set in cement mortar complete all as specified and directed. |
| 4 | S&F PVC Pipe single socketed, in any length with rubber ring joints laid in trenches or in floors 110 mm dia bore of pipe incl fittings , ISI marked complete all as specified and directed. |
| 5 | S&F PVC Pipe single socketed, in any length with rubber ring joints laid in trenches or in floors 160 mm dia bore of pipe incl fittings , ISI marked complete all as specified and directed. |
| 6 | M&L for concrete bed to drain pipes 100/110 mm bore dia including forming cradles by using PCC (1:3:6), type C2 using 40 mm graded aggregate including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 7 | M&L for concrete bed to drain pipes 150/160 mm bore dia including forming cradles by using PCC (1:3:6), type C2 using 40 mm graded aggregate including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 8 | Demolition of brick work/ PCC block masonry, built in cement mortar and removing the debris/ rubbish to a distance not exceeding 100m complete all as specified and directed. |
| 9 | M&L for pre-cast cement concrete 1:3:6, type C1 (using 20mm graded aggregate) block masonry with solid blocks exceeding 10 cm in width and setting in CM 1:4 complete all as specified and directed. |
| 10 | Demolition of cement concrete (unreinforcement) as in ground floors or paving n. exc 15cm thick below or above ground level complete all as specified and directed. |
| 11 | M&L for plain cement concrete PCC 1:4:8, type D2, using 40mm graded broken stone aggregate as in foundation of manhole including necessary form work complete all as specified and directed. |
| 12 | M&L for providing cement concrete 1:2:4, Type B1 using 20 mm graded stone aggregate as in copings, haunching and backing, kneelers, apex stones, bed plates, or similar works including necessary formwork complete all as specified and directed. |
| 13 | M&L for 75 mm thick cement concrete 1:3:6, type C2 (using 40mm graded aggregate)incl finished even and smooth without using extra cement as in plinth protection or similar work , including necessary form work. complete all as specified and directed. |
| 14 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for, complete all as specified and directed. |
| 15 | M&L for precast cement concrete 1:2:4 type B1, using 20mm graded stone aggregate as in manhole / Gully trap cover slab set in CM 1:4 including use and waste of necessary form work complete all as specified and directed. |
| 16 | M&L for TMT steel bars 6 to 8 mm dia as in reinforcement for concrete, 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 or securing with clips complete all as specified and directed. |
| 17 | M&L for rendering 10 mm thick in CM 1:3 on brick work or concrete surfaces mixed with WPC @ 3% by weight of cement, finished even and smooth without using extra cement complete all as specified and directed. |
| 18 | Supplied only Integral Water proofing compound |
| 19 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm using soil obtained from excavation complete all as specified and directed. |
| 20 | Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 21 | Cutting into existing manhole 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 150 mm bore dia. complete all as specified and directed. |
| 22 | Cutting into existing manhole 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 100 mm bore dia. |
| 23 | S & F PVC (SWR) bend 110 mm dia complete all as specified and directed. |
| 24 | S & F PVC (SWR) bend with access door 110 mm dia complete all as specified and directed. |
| 25 | S & F PVC (SWR) 'Y' Junction 110 mm dia complete all as specified and directed. |
| 26 | S & F in repair PVC (SWR) Junction single (single 'T' ) equal or unequal 75 mm dia complete all as specified and directed. |
| 27 | S & F in repair PVC (SWR) Junction single (single 'T' ) equal or unequal 100/110 mm dia complete all as specified and directed. |
| 28 | S & F in repair PVC Vent cowl 75 mm dia complete all as specified and directed. |
| 29 | S & F in repair PVC Vent cowl 100/110 mm dia complete all as specified and directed. |
| 30 | S & F in repair PVC (SWR) floor trap with CP Grating including jointing with solvent cement of 75 mm dia, fixing with PCC 1:2:4 Type B-1 complete all as specified and directed. |
| 31 | S & F in repair 15mm bore UPVC Tubing pressure rating 10 Kgf/ Cm2 fixed complete to walls, celling or in floors etc including taking down as existing any type of pipe, complete all as specified and directed. |
| 32 | All as per item No 31 above but 20 mm bore UPVC Tubing complete all as specified and directed. |
| 33 | M&L for 100mm thick PCC 1:3:6, type C-2 (using 40mm graded crushed stone aggregates) as in Sub base of flooring complete all as specified and as directed |
| 34 | Material and Labour for Chequered cement concrete tile 200mm x 200mm x 25mm/300mm x 300mm x 25mm thick with grey cement and pigment set, jointed and pointed in neat cement slurry in floors over and including cement mortar bedding 20mm thick in CM 1 : 6 complete all as specified and directed. Note : Colour & Pattern of Chequered tiles to be approved by GE. |
| 35 | Cleaning of existing drain in any depth by removing all mud, leafs and any unwanted material from drain and make to flow of drainage water and rain water through drain and make serviceable complete all as specified and directed. |
| 36 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 ltrs capacity and 6000 ltrs water jetting tank capacity including skilled operator supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 110 to dia upto 300 mm complete all as specified and directed by Engineer-in-charge. |
| 37 | Desludging/dewatering of existing cleaning of septic tank by mechanically appliances (diesel running vehicle mounting hydraulic operated high pressure suction pump) complete including working under foul condition and depositing of solid waste night soil (silt) in any proportion and silted soil from the existing septic tank of any depth & any size and removing the sludge to a distance not exceeding 5 km in a sealed container and deposited the same where directed by Engineer-in-charge. |
| 38 | Dewatering of soak well, septic tank & sump by diesel driven pump and motor and collecting the liquid in a closed container and depositing the same to an isolated place as directed by Engr-in-charge. |
| 39 | Desludging/dewatering/cleaning of existing manhole of depth not exceeding 1.50m deep any size of manhole by any means i.e. mechanically or manually operated by taking out sludge or solid waste night soil (silt) in any proportion and silted soil from the existing septic tank of any size and including working under foul condition and depositing the recovered sludge/rubbish etc. from the premises complete all as directed by Engr-in-charge.Note: (a) Sludge or soil/night waste soil (silt) will be disposed of in the area out of premises of MoD and covered the same by bleaching powder @ 1.5kg/Sqm over surface of night soil or sludge.(b) Depth of manholes shall be measured by tamping rod before cleaning. |
| 40 | S& F in repair cast iron sluice valve 80 mm dia bore heavy duty with steel spindle and bronze gate and seating rings both end flanged and drilled comprising IS 780 of 1984 type PN 1.6 ISI marked including suitable rubber gasket joints, grid packing's with suitable nuts and bolts and grouting materials including taking down old UNSV one from site of work complete all as specified and as directed. |
| 41 | Supply, laying, connecting and testing UPVC high pressure pasted pipe all as per ASTM - 1785 sch 40 , with working pressure upto 10 Kg/cm2 size 50mm dia including all fittings laid in trench complete all as specified and as directed. |
| 42 | All as per item ser No 41 above but 40 mm dia UPVC Pipe complete all as specified and as directed. |
| 43 | Supply, laying, connecting and testing UPVC high pressure pasted pipe all as per ASTM - 1785 sch 40 , with working pressure upto 10 Kg/cm2 size 40mm dia including all fittings fixed complete to walls, ceilings, or in floors complete, secured with clamps, including connecting the existing service tank, direct water line to the kitchen, making holes in the parapet/ roof for separate service connection, complete all as specified and as directed. |
| 44 | All as per item ser No 43 above but 25 mm dia UPVC Pipe complete all as specified and as directed. |
| 45 | All as per item ser No 43 above but 20 mm dia UPVC Pipe complete all as specified and as directed. |
| 46 | Supply and laying 80 mm bore GI tubing medium grade including all fittings such as bends, elbows, tees, union, short pieces, connectors, check nuts, caps plugs etc and joining in trenches/fixing to wall/ceiling or floor complete all as specified and directed . |
| 47 | S&F gun metal gate valve of size 50 mm dia with iron wheel head screwed both ends for iron pipe and fixed complete all as specified and directed . |
| 48 | All as per item ser No 47 above but 40mm bore complete all as specified and directed . |
| 49 | All as per item ser No 47 above but 25mm bore complete all as specified and directed . |
| 50 | All as per item ser No 47 above but 20mm bore complete all as specified and directed . |
| 51 | S&F Ball brass valve, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule for bore of pipe 20 mm complete all as specified and directed . |
| 52 | S&F in repair UPVC Ball valve with ISI mark heavy duty of size 40 mm dia with handle knob suitable for UPVC pipe complete all as specified and directed . |
| 53 | All as per item ser No 52 above but 25mm bore complete all as specified and directed . |
| 54 | All as per item ser No 52 above but 20mm bore complete all as specified and directed . |
| 55 | M&L Repair of valve chamber of 900x900x900mm (internal dimensions).by cleaning and removing mud, bushes inside the valve chamber and carry out necessary brick works, plastering(in cement mortar 1:4) white washing on wall, floor and replacement of old unserviceable MS sheet cover 3 mm thick with angle iron frame and locking arrangements duly painted with two coats of synthetic enamel paint over coat of red oxide zinc chrome/epoxy primer all as per existing complete and as directed by Engineer in Charge. |
| 56 | M & L for construction of brick masonry valve chamber of size 1200 x1200 x 1000mm (internal dimension) suitable for 150mm sluice valve with PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation, brick wall with sub class `B' bricks built in cement mortar 1:4 PCC 1:2:4 type B1 using 20mm graded stone aggregate for couping, plastering in cement mortar 1:4, 15mm thick including provision of MS sheet cover 4 mm thick with two coat of synthetic enamel paint over a coat of red oxide primer to steel surfaces and locking arrangement including excavation earth work in any type of soil complete all as specified and as directed |
| 57 | Taking down GI pipe of 80 mm dia including all fittings and fixtures from the ground which are running along the sewage line including excavation, returning and filling in for laying of new pipe lines from a different direction complete all as specified and as directed. |
| 58 | Taking down UPVC high pressure pasted pipe of 40/50 mm dia including all fittings and fixtures from the ground/ wall including excavation, returning and filling in, which are running along the sewage line for laying of new pipe lines from a different direction which is at a maximum possible distance from the sewage lines complete all as specified and as directed. |
| 59 | Taking down UPVC high pressure pasted pipe of 20 mm dia fixed to wall/ceiling etc including all fittings and fixtures complete all as specified and as directed. |
| 60 | Cutting existing GI/CI pipe and insertion of new Tee for providing new branch connection complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 31, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedOct 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedTender Documents
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