Tender For Special Repair To Drain, Path, Culvert And Plinth Protection Of Hkc Accn In Army War College Under Ge (Awc) Mhow
Tender Value
94.35 Lakhs
Estimated cost
Bid Submission
15 Oct 2026
0 days left
EMD
1.66 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
Indore → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Drain, Path, Culvert And Plinth Protection Of Hkc Accn In Army War College Under Ge (Awc) Mhow
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Sep-2026 | Revised Dates | Date | 05-Oct-2026 |
| 2 | 28-Sep-2026 | Re Revised Dates | Date | 15-Oct-2026 |
| 3 | 21-Sep-2026 | Revised Dates | Date | 05-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brick work or stone/ boulder masonary built in cement mortar including all quions, arches, pillars, etc complete all as specified and directed. Note :-(a) Picking, cleaning, sorting out etc. small articles such as wall ties, clamps, holding down bolts etc. not exceeding 3 kg each, which come out as a result of demolition. Removing building materials etc. to a distance of 400 m to 500 m, including loading, unloading and stacking at the destination(b) Temporary shoring for the safety of portions not required to be pulled down, or of adjoining property, and providing temporary enclosures or partitions, where considered necessary by EIC.(c) Taking all necessary precautions for the protection of the public property and to keep down dust nuisance etc.(d) Any necessary disconnection of services, whether temporary or permanent as directed by EIC; any making good shall be measured separately. (e) No payments shall be made for any extra lead, when with the approval of the G.E., the unserviceable materials are removed by the Contractor for his ownuse, nor will any deduction be made for any value, they may have. (f) All coping’s, corbels, cornices and other projections shall be included with the wall measurements.(g) The rates include taking down walls, etc, with plaster but the measurements will be exclusive of plaster thickness. In case of pavings and floors the rates include for removal of bedding layer.(h) Honeycomb brickwork and hollow concrete blocks shall be measured solid. |
| 2 | M&L for Reinforced Cement Concrete Design Mix M-25 for Walls (Drain Vertical walls), retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified & directed. |
| 3 | M&L for Reinforced Cement Concrete Design Mix M-25 Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basementslabs (drain base slab), under-reamed piles and mass concrete complete all as specified & directed. |
| 4 | M&L for Reinforced Cement Concrete Design Mix M-25 Slabs (Culvert Slabs) supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified & directed. |
| 5 | M&L for Steel plate stiffened with steel angles, steel pipe scaffolding (telescopic or otherwise) Formwork to faces of walls (Drain vertical walls), retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter (flat) fair finished surfaces, complete all as specified & directed. |
| 6 | M&L for Steel plate stiffened with steel angles, steel pipe scaffolding (telescopic or otherwise) Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work (bases of drain slabs); vertical or to batter (flat) fair finished surfaces, complete all as specified & directed. |
| 7 | M&L for Steel plate stiffened with steel angles, steel pipe scaffolding (telescopic or otherwise) Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) (flat) fair finished surfaces, complete all as specified & directed. |
| 8 | S & F of Precast SFRC Perforated Drain cover including frame of circular or rectangular shape (required as per site condition), load capacity MD-10 (Grade of concrete M-20) or higher grade of concrete conforming to IS 12592:2002 as in cover slab of manholes, septic tank, soak well, drain covers etc set in cement mortar 1:4 with plain fair faces including demolition of old drain cover in all respect complete all as specified and directed. Note : (i) Contractor shall provide PV alongwith manufacturer test certificate of SFRC cover. (ii) Reinforcement shall not be measured and paid seperately |
| 9 | M&L Mild Steel TMT bar 10 mm dia and over, 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 not less than 0.90mm dia or securing with clips complete all as specified and directed. Note :- (a) The rates include for fixing and for bracing, supporting or otherwise holding firmly in position so that the placing and ramming of concrete will not displace it. Rates also include for straightening where reinforcement is supplied in rolls/coils. |
| 10 | M&L for Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as speified and directed. Note :- (a) The rates include for fixing and for bracing, supporting or otherwise holding firmly in position so that the placing and ramming of concrete will not displace it. Rates also include for straightening where reinforcement is supplied in rolls/coils. |
| 11 | S&F reinforced concrete pipes, class NP-2, laid and jointed complete with collars of 300mm dia incl concrete bed to 300 mm dia NP2 drain pipes including packing under and completely surrounding pipes with 40 mm graded cement concrete 1:3:6 type C-2 after they are laid and tested; as in repair incl dismantling of 300 mm internal dia cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches complete all as specified and directed. |
| 12 | S&F reinforced concrete pipes, class NP-2, laid and jointed complete with collars of 450mm dia incl concrete bed to 450 mm dia NP2 drain pipes including packing under and completely surrounding pipes with 40 mm graded cement concrete 1:3:6 type C-2 after they are laid and tested; as in repair incl dismantling of 450 mm internal dia cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches complete all as specified and directed. |
| 13 | S&F reinforced concrete pipes, class NP-2, laid and jointed complete with collars of 600mm dia incl concrete bed to 600 mm dia NP2 drain pipes including packing under and completely surrounding pipes with 40 mm graded cement concrete 1:3:6 type C-2 after they are laid and tested; as in repair incl dismantling of 600 mm internal dia cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches complete all as specified and directed. |
| 14 | M&L for 100 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as sub base of floor incl demolition of old unreinforced sub base pcc complete all as specified and directed. Note :- The rates of cement concrete in flooring include for:(i) Use and waste of form work/screed strips and to divide the area in panels. Removing building materials etc. to a distance of 400 m to 500 m, including loading, unloading at the destination(ii) Finishing surfaces of concrete topping even and fair (without using extra cement), and finishing surfaces of concrete in sub-floors, sub-bases, etc.even and rough to receive the topping layer.(iii) Finishing exposed edges fair or rounding or chamfering of exposed edges, where directed.(iv) Laying concrete in narrow widths, risers, treads, landings and the like. |
| 15 | S&F Mild steel framed works such as grills,gratings,etc, with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; framed balusters; walk ways; railings; framework of water tanks and similar work for portions framed and hung as gates, including pintle hinges, stops, hand made sliding bolts, etc conforming to Fe 290 Gde -E-165 incl dismantling wrought iron or mild steel work of any description complete all as specified and directed. (Note :-The rates include for riveting and/or welding as directed and fixing with screws, bolts, etc. complete) |
| 16 | M & L for preparation of new steel surfaces any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red-oxide primer complete all as specified and directed. |
| 17 | M & L for preparation of new steel surfaces any description n exc 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red-oxide primer complete all as specified and directed. |
| 18 | M&L for Excavating in trenches in soft/ loose soil, not exceeding 1.5m wide and not exceeding 1.5 m in depth for foundation, n exc 10 sqm in plan and getting out complete all as specified and directed. |
| 19 | M&L for Removing excavated material (Soil) exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed. |
| 20 | M&L for Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any type of soil etc complete all as specified and directed. |
| 21 | M&L for Providing and laying I-shaped 80 mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, 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 50 mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand incl dismantling of old paver block and rubbish off the premises or removing to store complete all as specified and directed. |
| 22 | 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 incl demolition of old unreinforced kerb stone complete all as specified and directed. (Note :-Rates include for all cutting and waste and work in all positions as well as in narrow widths.) |
| 23 | M&L for preparation of new or previously untreated concrete surfaces of any description over 10 cm girth or width not otherwise described and applying two coats of Plastic emulsion paint over priming paints plaster coat complete all as specified and directed. |
| 24 | S&F PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints laid in floors, trenches incl taking down of old eave gutters and rainwater pipes of any size or pattern including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to store complete all as specified and directed. |
| 25 | M&L 75 mm thick PCC 1:3:6 type C-1 using 20mm graded aggregate as in plinth protection finishing even & smooth without using extra cement laid in bays with construction, 6mm thick joints should be filled with bitumen mastic filling comprising of one part of heated bitumen 80/100 gde and three part of sand ( all by weight) incl demolition of old unreinforced plinth protection complete all as specified and directed. Note :- The rates of cement concrete in flooring include for:(i) Use and waste of form work/screed strips and to divide the area in panels. (ii) Finishing surfaces of concrete topping even and fair (without using extra cement), and finishing surfaces of concrete in sub-floors, sub-bases, etc.even and rough to receive the topping layer.(iii) Finishing exposed edges fair or rounding or chamfering of exposed edges, where directed.(iv) Laying concrete in narrow widths, risers, treads, landings and the like. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 05, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 15, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 05, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedOct 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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