Tender For Construction Of Part Portion Of Damaged Compound Wall, Retrofitting Of Stair Case Portion And Other Miscellaneous Civil Works Etc. In T.E. Compound At Ch A Distt. Janjgir-Ch A, Chhattisgarh.
Tender Value
8.10 Lakhs
Estimated cost
Bid Submission
24 Oct 2026
0 days left
EMD
16300
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Janjgir champa → Chhattisgarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Part Portion Of Damaged Compound Wall, Retrofitting Of Stair Case Portion And Other Miscellaneous Civil Works Etc. In T.E. Compound At Ch A Distt. Janjgir-Ch A, Chhattisgarh.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 2 | All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 4 | Removing Fallen trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and disposal of the same beyond municipal limit. |
| 5 | Beyond 60 cm girth upto and including 120 cm girth |
| 6 | Beyond 120 cm girth upto and including 240 cm girth |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 8 | 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 9 | 1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size) |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 11 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 12 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 13 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 18 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 19 | Edges of slabs and breaks in floors and walls. |
| 20 | Under 20 cm wide |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 25 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 27 | 12 mm cement plaster of mix : |
| 28 | 1:6 (1 cement: 6 coarse sand) |
| 29 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 30 | 1:6 (1 cement: 6 coarse sand) |
| 31 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 32 | Demolishing R.C.C. work ( like Chajja, Beam, R.C.C. walls, R.C.C. Fins & Slab at all Height ) manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 33 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 34 | In cement mortar |
| 35 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 36 | From brick work in cement mortar |
| 37 | Credit for issuing old bricks obtained during dismantling |
| 38 | Disposal of materials like excavted earth, moorum, excavated rocks, building rubbish, malba, sludge etc. by mechanical transport to the dumping ground including loading, unloading, stacking, spreading and levelling etc. as per requirement within municiple limits complete as per direction of Engineer in charge. |
| 39 | Providing and fixing G.I. barbed wire upto 3 m height above wall with angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 40 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 41 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint rush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. |
| 42 | Bars upto 12 mm diameter |
| 43 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. |
| 44 | Upto and including 12mm dia. |
| 45 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. |
| 46 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make |
| 47 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. lumns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member. Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) |
| 48 | 75mm thick in Grade M 25 with cement content not less than 330 kg per cum |
| 49 | Providing and fixing double scaffolding system (with bamboo) on the exterior side, up to seven story height made with 40 mm dia Bamboo 1.5 m centre to centre, horizontal & vertical bamboo joining with Coconut Rassi, challies, Bamboo staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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