Tender For Construction Of Crematorium In Self-Located Cluster Village Bandhpada Gp Karlakote
Tender Value
9.61 Lakhs
Estimated cost
Bid Submission
20 Aug 2026
2 days left
EMD
9700
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nuapada → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Crematorium In Self-Located Cluster Village Bandhpada Gp Karlakote
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation in hard soil or gravelly soil except sheet rock requring blasting to proper profile with all leads, lifts and delifts to proper section and profile including dressing and levelling the bed upto required depth and making it fit for laying concrete and depositing the excavated materials away from the work site with all leads and lifts including dewatering if necessary from foundation complete as directed by Engineer-in-Charge |
| 2 | Filling in foundation and linth with sand watered and rammed including cost, conveyance and royalty of materials with labour and T&P required for the work as directed by Engineer-in-Charge |
| 3 | Cement concrete of proportion (1:3:6) with 40mm size crusher broken H.G. metal for foundation concrete aproved quality from approved quarry including hoisting, lowering and laying concrete to the required level ramming, watering, curing etc complete including cost, conveyance and royalty of materials with all labour charges as directed by Engineer-in-charge |
| 4 | Cement concrete of proportion (1:2:4) with 12mm size crusher broken CBHG Chips for R.C.C Work aproved quality from approved quarry including hoisting, lowering and laying concrete to the required level ramming, watering, curing etc complete including cost, conveyance and royalty of materials with all labour charges as directed by Engineer-in-charge |
| 5 | Brick work with fly ash bricks in cement motar (1:6) in foundation and plinth of size (23cmx11cmx8cm) having crushing strength not less than 75 kg/sqcm with dimension tolerance +/- 8% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, convetance & royalrty of materials with labour charges etc complete in all respect as directed by the Engineer-in-Charge. |
| 6 | Brick work with fly ash bricks in cement motar (1:6) in superstructure of size (23cmx11cmx8cm) having crushing strength not less than 75 kg/sqcm with dimension tolerance +/- 8% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, convetance & royalty of materials and scaffolding and staging as required with labour charges etc complete in all respect as directed by the Engineer-in-Charge. |
| 7 | Brick work with fly ash bricks in cement motar (1:4) in superstructure of size (23cmx11cmx8cm) having crushing strength not less than 75 kg/sqcm with dimension tolerance +/- 8% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, convetance & royalty of materials and scaffolding and staging as required with labour charges etc complete in all respect as directed by the Engineer-in-Charge. |
| 8 | Reinfoced Cement Concrete M-20 work with cement concrete with crushed granite 20mm down grade course aggregate of approved quality mixing by concrete mixer including hoisting, lowering and laying the concrete in position to proper sloe and level and compacting by vibrators in layers not exceeding 0.15m depth including watering, curing for required period 28 days centering and shuuerting providing grooves wherever necessary including cost, conveyance,royalty and other taxes of all materials labour, T&P required for this item including hire and running charges of the machinaries complete as directed by the Engineer-in-charge |
| 9 | Column base footing |
| 10 | Plinth beam |
| 11 | Column & beam |
| 12 | Lintel |
| 13 | Chajja |
| 14 | Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification |
| 15 | 16mm (5/8\\") thick cement plaster (1:6) finishing smooth to inside rough surface of 9\\"/10\\" thick brick walls after racking out joint including watering and curing with cost, conveyance, royalties and taxes of all materials and cost of all labour charges required for the work etc comlete as directed by the Engineer-in -charge. |
| 16 | 12mm (1/2') thick cement plaster (1:6) finishing smooth to outside smooth surface of brick walls after racking out the joint including watering and curing with cost, conveyance, royalties and taxes of all materials and cost of all labour charges required for the work etc complete as directed by the Engineer in charge |
| 17 | 12mm (1/2') thick cement plaster (1:4) finishing smooth to outside smooth surface of brick walls after racking out the joint including watering and curing with cost, conveyance, royalties and taxes of all materials and cost of all labour charges required for the work etc complete as directed by the Engineer in charge |
| 18 | 25mm thick A.S. Flooring with CC (1:2:4) ushing 12mm size CBHG Chips including all cost etc Complete. |
| 19 | Primer one coat with oil bound cement primer etc. complete. |
| 20 | Finishing walls with two coats of weather coat paint over a coat of priming to plastered surface of wall with aproved shade to give an even shade including cost of paint and cost of all labour withT&P as directed by the Engineer - in Charge |
| 21 | Painting two coats of with any approved plastic emulsion paint including priming one coat with water proof cement primer (Nerolac/Asian/burger/Dulux) to inner surface including all cost conveyance , labour etc complete |
| 22 | Supplying, fitting fixing of M.S.Angle with a coat of iron primer including cost, carriage, taxes of all materials and labour etc. complete and as per direction of the Engineer-in-Charge. |
| 23 | 4 Nos of MS angle 2mtgr length (80*80*8) |
| 24 | Cement bench |
| 25 | Water Supply and Sanitation |
| 26 | Drilling a perfectly vertical bore hole including all cost of labour, machineries, POL, T&P etc. as required of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the holes hammer drilling rigs or cobination drilling rigs(650cfm/200psi) as required to suit the site condition as per the direction of Engineer-in-charge including use of own rigs with its accessories, tools & plant & consumables etc for lowering of 125mm dia PVC pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium & hard boulder formation (PVC casing pipes if required to prevent collapes of over burden is to be provided by the contractor including lowering and withdrawing after completion of the bore well. |
| 27 | Lowering the 125/200mm dia. PVC casing pipes of Sch-80 including all cost of procurement, labour, machenaries, transportation, POL, T&P etc. as required with or without slotted pipes as per the necessity from ground level and fitted and fixed up in perfectly vertical position including cutting and threading pipe and slotted pipe and supplying and fixing all jointing materials tools and plant etc. complete and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry of foreign materials from above. |
| 28 | Cleaning and developing the tube well using own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour, POL, T&P as per the specification & direction of Engineer-in-charge. |
| 29 | Supplying, fitting and fixing of ISI Marked India Mark-II deep well hand pump standard (SDWP) conforming to I.S. No.15500 (Pt-2)/2021 with accessories and along with 8 nos. of riser pipe of 32mm nominal bore, hot dip galvanized, screwed and socketed pipe conforming to IS:1239 (Pt-1), fitted with socket shall be maufactured from seamless pipe or machined from solid bar conforming to quality A of grade E -250 of IS 2062, sockets fitted with one end and thread protector at the other end and with 8 nos. of connecting rod made of bright bar electro galvanized fitted with hexagonal coupler and fitted with stand assembly suitable for use in bore wells/ casing of 100mm and 200mm N.B. (composite set) including all cost of procurement, labour, machenaries, transportation, T&P etc. as required. |
| 30 | Tube well Chandini |
| 31 | Display board and photography Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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