Tender For Special Repairs / Addition / Alteration To Sewage Line At Various Locations (W1 Zone, Q Zone, Sundar Singh Enclave, Bde C & Madras Regt) Under Ge(West) Ferozepur Cantt
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 Aug 2026
6 days left
EMD
2.09 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
Firozepur → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repairs / Addition / Alteration To Sewage Line At Various Locations (W1 Zone, Q Zone, Sundar Singh Enclave, Bde C & Madras Regt) Under Ge(West) Ferozepur Cantt
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Aug-2026 | REPLACING OF BOQ | BOQ | 31-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of reinforced cement concrete of any description and in any position not otherwise specially provided for and removing debris outside MD land where directed by Engineer-in-Charge complete all as specified and directed. |
| 2 | Demolition of unreinforced cement concrete in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including removing the demolished materials and removing debris outside MD land where directed by Engineer-in-Charge complete all as specified and directed. |
| 3 | Demolition of brick work built in cement mortor including all quoins,arches,pillars etc complete all as specified and directed. |
| 4 | Demolition and breaking of drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia 150mm taking out of trenches and taking down from walls, if required complete all as specified and directed.Note:- Measurements shall be taken along the centre line of pipe and fittings shall be measured and paid . Demolition and breaking of drain pipe include for demoletion of PCC bedding, benching, haunching, encasing and surroundings etc . Removing debris outside MD land where directed by Engineer-in-Charge complete all as specified and directed.) |
| 5 | Demolition and breaking of drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia 250 mm taking out of trenches and taking down from walls, if required complete all as specified and directed.Note:- Measurements shall be taken along the centre line of pipe and fittings shall be measured and paid . Demolition and breaking of drain pipe include for demoletion of PCC bedding, benching, haunching, encasing and surroundings etc . Removing debris outside MD land where directed by Engineer-in-Charge complete all as specified and directed.) |
| 6 | Demolition and breaking of drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia 300 mm taking out of trenches and taking down from walls, if required complete all as specified and directed.Note:- Measurements shall be taken along the centre line of pipe and fittings shall be measured and paid . Demolition and breaking of drain pipe include for demoletion of PCC bedding, benching, haunching, encasing and surroundings etc . Removing debris outside MD land where directed by Engineer-in-Charge complete all as specified and directed.) |
| 7 | Demolition and breaking of drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia 450 mm taking out of trenches and taking down from walls, if required complete all as specified and directed.Note:- Measurements shall be taken along the centre line of pipe and fittings shall be measured and paid . Demolition and breaking of drain pipe include for demoletion of PCC bedding, benching, haunching, encasing and surroundings etc . Removing debris outside MD land where directed by Engineer-in-Charge complete all as specified and directed.) |
| 8 | Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC (1:2:4) type B-1, smooth finished and reforming benching as required for internal pipe of dia 150 mm complete all as specified and directed. |
| 9 | Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC (1:2:4) type B-1, smooth finished and reforming benching as required for internal pipe of dia 250 mm complete all as specified and directed. |
| 10 | Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC (1:2:4) type B-1, smooth finished and reforming benching as required for internal pipe of dia 300 mm complete all as specified and directed. |
| 11 | Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC (1:2:4) type B-1, smooth finished and reforming benching as required for internal pipe of dia 450 mm complete all as specified and directed. |
| 12 | Earth work in excavation by mechanical means (Hydraulic excavator) / JCB in all kind of soils in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan, not exceeding 1.5m in depth ), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceding 25cm in soft/loose soil and disposal and removal of surplus excavated soil as directed, within a lead of 50 m. complete all as specified and directed. Note:- Unit rate qouted by the contractor shall include for excavation, returning, refilling and removal of earth of any type of soil. Volume of trench shall be reckoned for the purpose of measurement, based on levels and graphs prepared with Total Station and volume of earth shall be computed on Simpson's formula. Volume of earth work for measurement and payment shall exclude for volume of demolition of concrete work, brick work and drain pipes of any type and size, which shall be operated sepataely. No claim whatsoever shall be admissible later on by the Govt. |
| 13 | Earth work in excavation by mechanical means (Hydraulic excavator) / JCB in all kind of soils in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan, exceeding 1.5m but not exceeding 3.0m in depth ), including dressing of sides and ramming of bottoms, lift exceeding 1.5m but not exceeding 3.0m, including getting out the excavated soil and Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceding 25cm in soft/loose soil and disposal and removal of surplus excavated soil as directed, within a lead of 50 m. complete all as specified and directed.Note:- Unit rate qouted by the contractor shall include for excavation, returning, refilling and removal of earth of any type of soil. Volume of trench shall be reckoned for the purpose of measurement, based on levels and graphs prepared with Total Station and volume of earth shall be computed on Simpson's formula. Volume of earth work for measurement and payment shall exclude for volume of demolition of concrete work, brick work and drain pipes of any type and size, which shall be operated sepataely. No claim whatsoever shall be admissible later on by the Govt. |
| 14 | Earth work in excavation by mechanical means (Hydraulic excavator) / JCB in all kind of soils (soft/loose/hard/dense soils/brick work/concrete work etc ) over area(not exceeding 1.5m in width or 10 sqm on plan, exceeding 1.5m but not exceeding 3.0m in depth ), including dressing of sides and ramming of bottoms, lift exceeding 1.5m but not exceeding 3.0m, including getting out the excavated soil and Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceding 25cm in soft/loose soil and disposal and removal of surplus excavated soil as directed, within a lead of 50 m. complete all as specified and directed. Note:- Unit rate qouted by the contractor shall include for excavation, returning, refilling and removal of earth of any type of soil. Volume of trench shall be reckoned for the purpose of measurement, based on levels and graphs prepared with Total Station and volume of earth shall be computed on Simpson's formula. Volume of earth work for measurement and payment shall exclude for volume of demolition of concrete work, brick work and drain pipes of any type and size, which shall be operated sepataely. No claim whatsoever shall be admissible later on by the Govt. |
| 15 | Earth work in excavation by mechanical means (Hydraulic excavator) / JCB in all kind of soils over area (not exceeding 1.5m in width or 10 sqm on plan, exceeding 1.5m but not exceeding 3.0m in depth ), including dressing of sides and ramming of bottoms, lift exceeding 1.5m but not exceeding 3.0m, including getting out the excavated soil and Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceding 25cm in soft/loose soil and disposal and removal of surplus excavated soil as directed, within a lead of 50 m. complete all as specified and directed. Note:- Unit rate qouted by the contractor shall include for excavation, returning, refilling and removal of earth of any type of soil. Volume of trench shall be reckoned for the purpose of measurement, based on levels and graphs prepared with Total Station and volume of earth shall be computed on Simpson's formula. Volume of earth work for measurement and payment shall exclude for volume of demolition of concrete work, brick work and drain pipes of any type and size, which shall be operated sepataely. No claim whatsoever shall be admissible later on by the Govt. |
| 16 | M&L for Lean Cement Concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete etc complete all as specified and directed. |
| 17 | M&L for Lean Cement Concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in surface channels and drains; benching of man holes complete all as specified and directed. |
| 18 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc.as in manhole pipe line portion only complete all as specified and directed. |
| 19 | M&L for brick work built in cement mortar (1:4) with sub class 'B' old size bricks, straight or curved on plan exceeding 6m mean radius complete all as specified and directed. |
| 20 | M&L Pre-cast Reinforced Cement Concrete (1:2:4) type B-1 using 20mm graded stone aggregate in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, set in cement mortar (1:4) including weathering, slightly rounded or chamfered angles and throating and including steel form work and moulds complete all as specified and directed. Note:- Reinforcement shall be measured and paid for separately. |
| 21 | M&L for Cast-in-Situ Plain Cement Concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in bed blocks for hold fasts roof kerbs or mud stops, rounded or chamfered on edges 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 form work complete all as specified and directed. |
| 22 | S&F 10 mm dia and over mild steel TMT bars, in reinforcement bars, 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 0.9 mm dia complete all as specified and as directed. |
| 23 | M&L for 100mm thick Plain Cement Concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in sub base of flooring, surface finished even and fair, surface finished rough to receive floor topping or interlocking tiles complete all as specified and directed. |
| 24 | M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paverblocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. |
| 25 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete complete all as specified and directed. |
| 26 | M&L for 15mm thick rendering cement plaster in cement mortar (1:4) on any faces of brick walls or concrete surfaces, mixed with water proofing complound as per manufacturer's instructions, finished even and fair without using extra cement complete all as specified and directed. Note: WPC shall be measured and paid separately. finished even and smooth without using extra cement complete all as specified and directed. |
| 27 | Supply only Liquid water proofing compound complete all as specified and directed. (Note:- WPC shall be mixed @ 200ml/50Kg of cement or as specified by the Manufacturer's Instructions, whichever is more.) |
| 28 | S&F 150 mm dia PVC(SWR) pipes single socketed in any length with rubber ring joints, sealed with adhesive suitable for PVC pipes laid in trenches complete all as specified and directed. |
| 29 | S&F in repair 150 mm dia PVC (SWR) bends with access doors any radius. |
| 30 | S&F in repair 150 mm dia PVC (SWR) junction single, (single T) equal or uequal provided with access door complete all as specified and directed. |
| 31 | S&F in repair 150mm PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed. |
| 32 | M&L for cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in concrete bed for 150 mm bore reinforced cement concrete pipes including packing under haunching against the sides of pipe after they are laid and tested complete all as specified and directed. |
| 33 | M&L for cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in concrete bed for 250 mm bore reinforced cement concrete pipes including packing under haunching against the sides of pipe after they are laid and tested complete all as specified and directed. |
| 34 | M&L for cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in concrete bed for 300 mm bore reinforced cement concrete pipes including packing under haunching against the sides of pipe after they are laid and tested complete all as specified and directed. |
| 35 | M&L for cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in concrete bed for 450 mm bore reinforced cement concrete pipes including packing under haunching against the sides of pipe after they are laid and tested complete all as specified and directed. |
| 36 | S&F 150 mm bore Reinforced concrete pipes, class NP-3, laid and jointed complete with collars laid in trenches and jointed complete all as specified and directed. Note:- Excavation, Earth work and Concrete bed shall be measured and paid separately) |
| 37 | S&F 250 mm bore Reinforced concrete pipes, class NP-3, laid and jointed complete with collars laid in trenches and jointed complete all as specified and directed. Note:- Excavation, Earth work and Concrete bed shall be measured and paid separately) |
| 38 | S&F 300 mm bore Reinforced concrete pipes, class NP-3, laid and jointed complete with collars laid in trenches and jointed complete all as specified and directed. Note:- Excavation, Earth work and Concrete bed shall be measured and paid separately) |
| 39 | S&F 450 mm bore Reinforced concrete pipes, class NP-3, laid and jointed complete with collars laid in trenches and jointed complete all as specified and directed. Note:- Excavation, Earth work and Concrete bed shall be measured and paid separately) Please Enable Macros to View BoQ information |
| 40 | S&F 450 mm bore Reinforced concrete pipes, class NP-3, laid and jointed complete with collars laid in trenches and jointed complete all as specified and directed. Note:- Excavation, Earth work and Concrete bed shall be measured and paid separately) 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 · 6 daysAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysTender Documents
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