Tender For Provn Of Staircase Between Corps Hq Lawn & Scom Lawn At Hq 21 Corps Office Complex
Tender Value
22.57 Lakhs
Estimated cost
Bid Submission
24 Aug 2026
0 days left
EMD
45500
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhopal → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Staircase Between Corps Hq Lawn & Scom Lawn At Hq 21 Corps Office Complex
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Aug-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 24-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches in Soft Disintegrated Rocks, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out |
| 2 | Ditto as in Item Above but depth Exceeding 1.50 Mtr |
| 3 | Cement concrete of Type D2 1:4:8 (40mm Graded Aggregate) in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge |
| 4 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete complete all as specified and as direected by Engineer in Charge |
| 5 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and as direected by Engineer in Charge |
| 6 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, Staircase, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as direected by Engineer in Charge |
| 7 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) as in Chullah hoods; stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings complete all as specified and as direected by Engineer in Charge |
| 8 | Material and Labour to Fair Finished 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; vertical or to batter complete all as specified and as directed by Engineer-in-Charge |
| 9 | Material and Labour to Fair Finished Formwork to sides of pillars, posts, struts, piers, Circular columns and stanchions complete all as specified and as directed by Engineer-in-Charge |
| 10 | Material and Labour to Fair Finished Formwork to sides of pillars, posts, struts, piers, Square or Rectangular columns and stanchions complete all as specified and as directed by Engineer-in-Charge |
| 11 | Material and Labour to Fair Finished Formwork to edges of concrete, flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and as directed by Engineer-inCharge |
| 12 | Material and Labour to Fair Finished Formwork to Formwork to staircases with sloping or stepped soffits including risers and stringers (excluding landing) complete all as specified and as directed by Engineer-in-Charge |
| 13 | S & F for Mild steel bars 10mm 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 (annealed) not less than 0.9mm dia or securing with clips complete all as directed. |
| 14 | Ditto As above but in Stirrups |
| 15 | Material and Labour to 50mm Thk Expansion Sheet Expansion joint sheets are pre-molded, compressible filler boards used in concrete construction to absorb thermal expansion and prevent structural cracking. Standard specifications vary by material, but cross-linked closed-cell polymer boards (like Dura Board HD100) are highly resilient, recovering over 95% of their original shape after compression |
| 16 | Returning, filling in soft disintegrated rocks including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engineer-in-Charge |
| 17 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed |
| 18 | M & L for brickwork with Fly ash Bricks, in straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge |
| 19 | M&L 15 mm (5mm in CM 1:4 with WPC +10mm in CM 1:6 ) thick in two layers rendering in cm 1:4 on fair aces of bricks walls surface finished even and smooth without using extra cement including water proofing compound all as specified and directed. (Water proofing compound measured and paid seperately) |
| 20 | Material and Labour for Preparation of New Surfaces Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 Sqm over external Surface Putty one coat complete all as specified and as directed by Engineer-in-Charge |
| 21 | Supply only Integral waterproofing compound complete all as specified and directed. |
| 22 | M&L Granite of 20 mm thick (of any type and colour) (Z Black Granite, Sample Will be Selected by GE) work (table rubbed/grinding/ moulding and polished) in steps, over walls, jambs, pillars, window cills, cooking platforms, wash basin counter and like over and including 20 mm screed bed in CM 1:3 all as specified and directed. |
| 23 | Providing edge moulding to 18-20mm thick Granite Stone of any Type stone of counters vanities etc. including machine polishing to edge to give high gloss finish etc. complete. |
| 24 | Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement. |
| 25 | Supply and Fix 12 mm thick Toughned Glass as in Hinged Doors, Partitions, Automatic Doors and Similar work including cutting to Shape Drilling Holes required including necessary stainless steel fittings like Handles of size 300 mm Long or Stainless Steel Hinges Suitable for 12 mm thick Glass and other connecting items necessary for proper functioning of door/Partitions complete all as specified and as directed by Engineer-in-Charge. |
| 26 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge |
| 27 | Material and Labour for Cement concrete type B- 2, 1:2:4 (40mm graded aggregate) 75 mm Thick and finishing surfaces of concrete in sub-floors, sub-bases, etc complete all as specified and as directed by Engineer-in-Charge |
| 28 | M & L for brickwork with Fly ash Bricks, in straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge |
| 29 | Material and Labour to Fair Finished Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) → complete all as specified and as directed by Engineer-in-Charge |
| 30 | Reinforced cement concrete (design mix) of M-25 Grade (20 mm Graded Aggregate) as in 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 and as direected by Engineer in Charge |
| 31 | S & F for Mild steel bars 10mm 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 (annealed) not less than 0.9mm dia or securing with clips complete all as directed. |
| 32 | Material and Labour to Fair Finished Formwork to edges of concrete, flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and as directed by Engineer-in-Charge |
| 33 | M&L Granite of 20 mm thick (of any type and colour) (Z Black Granite, Sample Will be Selected by GE) work (table rubbed/grinding/ moulding and polished) in steps, over walls, jambs, pillars, window cills, cooking platforms, wash basin counter and like over and including 20 mm screed bed in CM 1:3 all as specified and directed. |
| 34 | Providing edge moulding to 18-20mm thick Granite Stone of any Type stone of counters vanities etc. including machine polishing to edge to give high gloss finish etc. complete. |
| 35 | Returning, filling in soft disintegrated rocks including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engineer-in-Charge |
| 36 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed |
| 37 | Material and Labour for Full Body Vitrified Parking Tiles of Area equal to Exceeding 0.36 Sqm and Thickness of Tiles 16 mm including 20 mm screed bed in CM 1:3 complete all as specified and as directed. |
| 38 | M&L for PCC 1:3:6 type C2 (using 40 size graded stone agg) as in bed concrete to drain for laid to slope as required complete all as specified and as directed by Engineer-in-Charge |
| 39 | M&L PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in Coping including use of form work and finishing complete all as specified and as directed by Engineer-in-Charge |
| 40 | M&L PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in surface channels and drains all as specified and direcetd. |
| 41 | Extra for forming fair finished drain or channel 30 cms inner girth in cement using extra cement including forms, moulds mitred stopped ends etc all as specified and directed by Engineer-in-Charge |
| 42 | M&L 15 mm (5mm in CM 1:4 with WPC +10mm in CM 1:6 ) thick in two layers rendering in cm 1:4 on fair aces of bricks walls surface finished even and smooth without using extra cement including water proofing compound all as specified and directed. (Water proofing compound measured and paid seperately) |
| 43 | Material and Labour for Preparation of New Surfaces Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 Sqm over external Surface Putty one coat complete all as specified and as directed by Engineer-in-Charge |
| 44 | Supply only Integral waterproofing compound complete all as specified and directed. |
| 45 | M&L for point wiring with PVC insulated FRLS 1100 Volts unsheathed cable 1.5 Sqmm multistranded copper conductor and drawing concealed in wall & including rigid PVC conduit FRLS, medium grade ,ISI marked ,terminal box of 1.6 mm thick and its also including various sizes of module plates in gray/white colour also including porvision of earth wire PVC insulated FRLS 1100 Volts unsheathed 1.5 sqmm stranded copper conductor single core cable connected to common earth dolly complete all as speccified and as directed by EIC. |
| 46 | S & F modular switch single pole one way 6 Amps, 1 module ISI marked complete all as specified and directed by EIC. |
| 47 | S & F 5 W aluminum embedded staircase outdoor LED step light waterproof, IP65 lamp (white/warm white), ISI marked (cat pot No.BLSGV 5W LED WW PRO or equivalent) complete all as specified and directed by EIC. |
| 48 | S&F new genration LED post top lanterns, IP-65 elegantly designed spun alumnium and high grade aluminium heat sink for efficient thermal management, sturdiness and excellent corrosion resistance. MS base provided to support the housing, environmental friendly long life high power LED light 25 watt complete all as directed by EIC . |
| 49 | S&F 6 way, single pole and neutral, sheet steel, MCB distribution board, 240 V,on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required, IP 43, acrylic double door complete all as directed by EIC. Note: - Contractor must provides IP43 certificate. |
| 50 | S & F of amp rating 240V 10 KA'B' curve MCB SPN 32 A current carrying capacity in the MCB DB complete with connection testing and commissioing complete all as specified and directed by EIC |
| 51 | S & F of MCB single pole 6 to 32 Amps 240 V with thimble suitable for wires complete all as directed by EIC. |
| 52 | Supplying laying in trenches and fixing along the poles or passing through pipes or laid under floor of through walls etc jointing and testing LT Cross Linked Polythene Insulated (XLPE insulated) galvanized steel strip armored electric cable 1100 volt grade heavy duty ISI marked with aluminium conductor and overall served with an outer sheath of PVC, of cross sectional area including cable glands made out of finned brass double compression type of size 10 Sqmm 3 Core. Note :- Excavation/road cutting, earthwork, Sand Cushioning, Cable covers, Pipe for cable protection to be measured and paid for separately. |
| 53 | Excavation or road cutting in trenches not exc 1.5m wide and not exc 1.5M depth for laying of cable, getting out including forming bottom surface to required level and gradient in hard/dense soil.complete all as specified and directed. |
| 54 | M&L for Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in hard/dense soil. complete all as specified and directed. |
| 55 | Removing excavated material/soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.50m above the starting point complete all as specified and directed. |
| 56 | M & L for sand cushioning with dry river sand in trenches for cushioning of underground cable line including spreading, leveling, well ramming completed all as specified and directed.Note : Punned thickness only shall be measured and paid. |
| 57 | Supplying and laying un-reinforced precast concrete cable cover, class LV, type 1 with peak size 250mm x 150mm x 40mm complete all as specified and directed by EIC. |
| 58 | M&L earthing complete with GI electrode 600x 600 x 6mm, thick buried directly in ground vertically in a pit of depth not less than 2.25 mtr below normal ground level (with top edge of earth plate not less than 1.50 mtr below normal ground level connected to galvanised earth lead wire 4 mm dia lead by means of bolt nuts, check nuts, and washers of brass connected including gun metal or phosphorus bronze of sixe 75x75x25mm drilled and screwed including 3 Nos 8mm dia 25 mm long hexagonal head screwed all as specified including excavation and earth work and disposal of surplus soil incl 15 mm GI tubing medium grade and necessary fitting for protection of earth lead incl laying of charcoal dust and common salt, precast PPC (1:2:3) type C-1 (using 20mm graded stone aggregate) for earth pit with 40 x 40 x 6mm MS angle iron frame for cover 40 mm thick (1:2:4) type B20 using 12.5 mm graded stone aggregate reinforced with 8 mm dia round bar @ 75mm C/C both way with MS handle 20mm dia plastering 15mm thick CM (1:6) internally and upto 150mm below ground level externally PGL funnel with ground wire mesh 20mm dia Med grade GI pipe for watering complete all as shown on electrical plate No 3 of SSR Part-1 2009 and connected in earth test incl testing completed all as specified and directed by EIC Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayAug 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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