Tender For Construction Of Kalyan Mandap At Jhankarpali
Tender Value
52.82 Lakhs
Estimated cost
Bid Submission
14 Jul 2026
7 days left
EMD
52822
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sambalpur → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Kalyan Mandap At Jhankarpali
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.8 metre depth and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. ected by the Engineer in charge. (a). All Kind of Soil |
| 2 | Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed bythe Engineer-In-charge. |
| 3 | Diluting and injecting chemical emulsion (to be supplied free of cost at site of work) for PRE CONSTRUCTIONAL Anti-termite treatment and creating a continuous chemical barrier under and all-round the column pits, wall trenches, basement excavation, top perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per specifications (plinth area of the building at ground floor only shall be measured for payment). |
| 4 | Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of Engineer-In-charge. |
| 5 | Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. |
| 6 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well ramed, consolidated and grouted with fine sand and finishing the top smooth including shuttering at the edges, excavation and disposing of surplus earth with a lead of 100m. |
| 7 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. at all floors and all heights. (i) Foundation |
| 8 | II) Pedestal |
| 9 | iii) Column upto plinth lvl |
| 10 | iv) Plinth Beam |
| 11 | v) Column from plinth lvl to 1st floor lvl |
| 12 | vi) Roof beam Ground floor roof |
| 13 | vii) Roof Slab Ground floor roof |
| 14 | viii) Column from 1st floor lvl to 2nd floor lvl |
| 15 | ix) Roof beam 1st floor roof |
| 16 | x) Roof Slab 1st floor roof |
| 17 | xi) Staircase in ground floor |
| 18 | xii) Lintel in ground floor |
| 19 | Cutting,Straightening coiled or bent up M.S plain HYSD/TMT reinforcement bars welding or jointing if necessary bending,binding,tying the grills as required for R.C.C works,providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance,loading, unloading & taxes of M.S plain/HYSD/TMT reinforcement bars and binding wires of 18 to 20 gaugo required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S plain/HYSD/TMT reinforcement bars consumed in the work only. i) Foundation |
| 20 | II) Pedestal |
| 21 | iii) Column upto plinth lvl |
| 22 | iv) Plinth Beam |
| 23 | v) Column from plinth lvl to 1st floor lvl |
| 24 | vi) Roof beam Ground floor roof |
| 25 | vii) Roof Slab Ground floor roof |
| 26 | viii) Column from 1st floor lvl to 2nd floor lvl |
| 27 | ix) Roof beam 1st floor roof |
| 28 | x) Roof Slab 1st floor roof |
| 29 | xi) Staircase in ground floor |
| 30 | xi) Staircase in 1st floor |
| 31 | xii) Lintel in ground floor |
| 32 | First class Fly ash Brick masonry using bricks of size 23cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with Pozolona Portland slag cement(PPC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. |
| 33 | First class Fly ash Brick masonry using bricks of size 23cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with Pozolona Portland cement(PPC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. In ground Floor |
| 34 | In first floor |
| 35 | 6 mm cement plaster on RCC surfaces at ceiling/slab soffit and other locations with cement mortar of mix 1:4 (1 cement : 4 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. In ground Floor |
| 36 | In first floor |
| 37 | 12mm cement plaster on internal RCC/brick surfaces in cement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights as direction of Engineer-In-charge. In ground Floor |
| 38 | In first floor |
| 39 | 16mm cement plaster on external smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights as direction of Engineer-In-charge. In ground Floor |
| 40 | In first floor |
| 41 | Providing and laying grading conc. 40 mm (avg. thickness) cement concrete of required slope of mix 1:2:4 (1cement:2sand:4 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer's specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor. |
| 42 | Supplying , fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures |
| 43 | Supplying, fitting and fixing of 32mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality including cost of all door fittings and fixtures etc. complete |
| 44 | Providing and fixing factory made 3layers Wood polymer composite (WPC) Door Frame of the size125 x 65mm with high density rigid solid wood polymer composite of 0.7D WPC foam sheet, mitre cut at two corners and joined and The two vertical door profiles are to be reinforced to horizontal member. The door frame shall be fixed to the wall using 6nos 150mm long M.S. holdfastners through the frame by using etc. complete as per manufacturers specification and direction of Engineer-in-Charge for finished item of work. |
| 45 | Supplying , fitting & fixing of Rajshree moulded door shutter (solid core) of 35 mm thick including cost of all material, labour etc complete including 1 % cess . direction of Engineer-in-Charge for finished item of work. |
| 46 | Providing and fixing M.S grill and structure of required patterns for windows/verandahs/rof etc. with M.S flats, square or round bars,box section and plate etc. including applying a coat of approved steel primer and two or more coats of synthetic enamel paint of approved make & shade, all complete as per drawing & specification. (All steel sections contractor's own supply). |
| 47 | Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete. |
| 48 | Supplying, fitting and fixing of Stainless steel of 304 grade in hand ralling using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm X 32mm X 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm X 32mm X 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes, all materials, labour, T&P etc. required for the complete in all respect. |
| 49 | Providing, supplying, and installing a Trussless (Self-Supported) Arc Roofing System of specified clear span, . The system includes the following comprehensive specificationsType of Roofing Material: Color coated Galvalume base, having tensile (Min. 350 MPA Yield Strength) CR steel base metal with hot dip AZ 150 GSM Al-zinc alloy coating as per ASTM A 79210-02/AS1397 of 55%, Aluminum 43%, Zinc and 1.6% siliconOutside Color coating: Regular Modified Paint as per RAL color Chart.Fasteners: Size of 12MM x 150MM & galvanized with neoprene rubber washers. Turbo Ventilators: Size-throat dia-24\\" & Aluminum Make with FRP Base Plate.Sky Lights: 2MM Thick Polycarbonate Sheet. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysJul 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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