Tender For Strengthing Of Infrastructure Under Ama Hospital At Phc(N) Ramagiri Under R.Udayagiri Block For The Year 2026-27.
Tender Value
74.33 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
9 days left
EMD
74400
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gajapati → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthing Of Infrastructure Under Ama Hospital At Phc(N) Ramagiri Under R.Udayagiri Block For The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Renovation of PHC BuildingProviding, fitting, fixing of Aluminium Door with OEL anodized Aluminium door section of 9202 as vertical member, 9201 as top member and 9200 as bottom and middle member and 6mm thick plain glass in top portion with 12mm thick pre-laminated board in bottom portion fixed on door frame by means of tappered clip No.4660 and the frame to be completed by means of jointing angle No.1855 including all cost of labour, T&P, hire charges of of drilling machine, labour charges etc. complete as per direction of Engineer-in-charge. |
| 2 | Painting two coats with weather seal paint over a coat of primer including cost, conveyance all materilas, labour and T & P etc complete. |
| 3 | Wall painting 2 coats with plastic emulsion paint of approved shade on new work to give an even shade including cost of paint. |
| 4 | First Floor |
| 5 | Supplying fitting and fixing of stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90 Mtr. Center to Center and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes of all materials labour, T & P etc required for the work complete in all respect as directed by the Engineer in charge. |
| 6 | Construction of Entrance GateEarth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum. In volume within 50 m. initial lead and1.5 m. initial lift including rough dressing and breaking clods tomaximum 5 cm to 7cm and laying in layer not exceeding 0.3 m.in depth and as per specification approved by the department. |
| 7 | Supplying, filling in foundation and plinth with sand in layers well watered and rammed including cost, conveyance, royalty of all the materials required for the work labour with T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-Charge. |
| 8 | Providing cement concrete (1:3:6) in foundation and plinth using 4cm size clean hard black granite metal of approved quality from approved quarry including hoisting, lowering and laying in layers not exceeding 15cm thick to the required level, ramming watering and curing etc.complete including cost, conveyance, royalty taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-Charge |
| 9 | Providing and laying plain cement concrete 1:2:4 (1 cement: 2 sand: 4 stone aggregate 12mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc.complete all depth and height 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. |
| 10 | 1st class Fly ash brick masonry in cement mortar (1:6) in Foundation & Plinth using clamp burnt bricks of 9\\" size having a crushing strength of not less than 75 kg./sq.cm including splays cutting, circular moulding, chamfering and cur belling, watering and curing etc. complete including cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 11 | 1st class Fly ash brick masonry in cement mortar (1:6) in super structure using clamp burnt bricks of 9\\" size having a crushing strength of not less than 75 kg./sq.cm including splays cutting, circular moulding, chamfering and cur belling, watering and curing etc. complete including cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 12 | RCC work M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20 mm. size chips not to exceed 25 % ) to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centring and shuttering 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 for the work etc. complete in all respect 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 as per direction of the Engineer in charge.a.Footing |
| 13 | b.Column up to Plinth |
| 14 | c.Plinth Beam |
| 15 | d.Floor |
| 16 | e.Beam |
| 17 | f.Roof Slab |
| 18 | Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge. |
| 19 | Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 20 | Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 21 | Providing and fixing Vitrified tiles in dados, skirting and rises of steps on 12mm th cement plaster (1:3) (1cement:3sand) joined with neat cement slurry mixed with pigment to match the shade of tiles, rubbing, polishing including cost of tiles, conveyance, taxes & labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 22 | Supplying, fitting & fixing in all floors of M.S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, critical frames for windows, stair case and parapet railing made out of M.S Square bar/ flat including stair case hand railing with 40mm. dia G.I.pipe etc. including painting two coats over a coat of redoxide primer as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge. |
| 23 | Wall painting two coats with Weather seal paint of approved shade over a coat of priming on new work to give an even shade with approved shade with cost, conveyance, taxes of all the materials required for the work and labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 24 | Finishing surface of walls with cement based wall putty (Water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding, staging charges with cost of all materials taxes, labour T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 25 | Providing and painting two coats over wood/steel surface with approved shade and quality to enamel paint over a coat of primer of approved quality in all floors and all heights including preparing the surface, watering and curing with cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge. |
| 26 | Approach Road to HospitalEarth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum. In volume within 50 m. initial lead and1.5 m. initial lift including rough dressing and breaking clods tomaximum 5 cm to 7cm and laying in layer not exceeding 0.3 m.in depth and as per specification approved by the department. |
| 27 | Supplying, filling in foundation and plinth with sand in layers well watered and rammed including cost, conveyance, royalty of all the materials required for the work labour with T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-Charge. |
| 28 | Cement Concrete (1:3:6) using 4cm size hard granite C.B. metal approved quality from approved quarry including cost, carriage, royalty, cost of all labour. etc complete.(A.R.-2006, Page No - 43, Item No. - 3) |
| 29 | Providing & laying of 60mm thick factory made cement concrete interlocking paver block of M35 grade and approved make variety colour and size made by Block making machin with strong vibratory compaction of approved design and shape, laid in required colour and pattern over 50mm thick compacted bed of coarse sand ,filling the joints with fine sand etc.all compelte including cost,conveyance,royalty,taxes of all materials,labour,T & P etc.Complete as per direction of EIC. |
| 30 | Waiting Area With Shed ProvisionEarth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum. In volume within 50 m. initial lead and1.5 m. initial lift including rough dressing and breaking clods tomaximum 5 cm to 7cm and laying in layer not exceeding 0.3 m.in depth and as per specification approved by the department. |
| 31 | Supplying, filling in foundation and plinth with sand in layers well watered and rammed including cost, conveyance, royalty of all the materials required for the work labour with T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-Charge. |
| 32 | Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in floor and plinth including tempering, curring, shuttering etc. complete all depth and height 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 | Providing and laying of Cement Concrete of grade 1: 3 :6 (1cement : 3 sand : 6 graded stone aggregate of size 25mm to 40 mm hard granite crusher broken metal ) , mixing in concrete mixer ,lowering and compacting in proper thickness , watering & curing for the required period .including all cost of labour ,material, conveyance,all taxes & royalities of materials, T & P etc.complete as per the directions of Engineer-in-charge. |
| 34 | First class Fly ash Brick masonry using bricks of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) 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.Below plinth Brickwork |
| 35 | Fly Ash. brick masonry of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with approved grade cement and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure 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-chargeBrickwork Above Plinth |
| 36 | Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 37 | Providing fitting &fixing of vetrified tiles in floor including cost, conveyance etc complete.(PLAIN IVORY) over 20mm thick cement morter (1:4) complete. |
| 38 | Providing and fixing Vetrified tiles in dados, skirtings and risers of steps on 12 mm thick cement plaster (1:3) jointed with neat cement slury mixed with pigment to match the shades of the tiles |
| 39 | Providing & laying of 60mm thick factory made cement concrete interlocking paver block of M35 grade and approved make variety colour and size made by Block making machin with strong vibratory compaction of approved design and shape, laid in required colour and pattern over 50mm thick compacted bed of coarse sand ,filling the joints with fine sand etc.all compelte including cost,conveyance,royalty,taxes of all materials,labour,T & P etc.Complete as per direction of Engineer-in-Charge. |
| 40 | Supplying, fitting & fixing in all floors of M.S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, critical frames for windows, stair case and parapet railing made out of M.S Square bar/ flat including stair case hand railing with 40mm. dia G.I.pipe etc. including painting two coats over a coat of redoxide primer as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.ISMB(200x100),Equal Angle(50x50x6) and Flat(50x5)mm |
| 41 | Supplying , fitting, fixing TATA BLUE SCOPE 0.45/0.50mm(TCT) thick G.C.I Sheet, in roof including fixing of ridges, wind ties etc. completely |
| 42 | Herbal Garden with FencingSurface dressing of the ground including removing Vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish lead upto 50m (at least 5m away from the dressed area). |
| 43 | Supplying and filling good earth including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of Engineer-In-Charge. |
| 44 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 45 | Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including cost of all materials, labours/ equipments , taxes (excluding GST), sundries and T&P etc all complete as per the direction of Engineer-in-charge. |
| 46 | Supply and plantation of Herbal types of plants well developed with full of fresh & healthy leaves from bottom to top placed in each pit till the green/ healthy growth, free from weeds and fit for mowing including digging holes, flooding with water, filling the pit with earth manure/sludge, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling including cost of all labours, equipments , taxes (excluding GST), sundries and T&P etc all complete as per the direction of Engineer-in-charge. |
| 47 | Supplying and fixing R.C.C. Standards post of mix 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate12-20 mm nominal size) with 6mm bar nibs/12 mm pvc pipe as required and fencing with R.C.C. post placed at a distance 2.50 mtr centre to centre as per site requirement, embedded in cement concrete (1:3:6), every 15th post, last but one end post and corner post to be strutted on both sides and end post one side only, provided with 8 horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres, between the two posts fitted and fixed with G.I. staples or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post as per drawing and specification including cost of excavation , cement concrete, reinforcement, scaffolding and cost of all materials,labours,transportation, taxes, royalty etc.complete as per specified drawing and the direction of Engineer-in-charge. |
| 48 | DrainEarth work in all kinds of soil within 50m. Initial lead and 1.5m. Initial lift including rough dressing and breaking clods to maximum 5cm.to 7cm. and laying in layers not exceeding 0.3 m. in depth asper direction of the Engineer-in-charge. |
| 49 | Supplying, filling in foundation and plinth with sand in layers well watered and rammed including cost, conveyance, royalty of all the materials required for the work labour with T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-Charge. |
| 50 | Cement Concrete (1:3:6) by using 4cm. Size B.H.G. metal including cost, conveyance etc. |
| 51 | R.C.C. work of M 15 using 20mm and down graded hard granite Crusher broken chips including laying, hoisting, Centring & shuttering with all cost, conveyance etc. complete.Drain Wall |
| 52 | R.C.C. work of M 15 using 20mm and down graded hard granite Crusher broken chips including laying, hoisting, Centring & shuttering with all cost, conveyance etc. complete.Roof of Drain |
| 53 | Supplying fitting and placing un coated HYSD Bars reinforcement complete as per drawing and Technical specification.overlaps couplings, welded joints, space bars, chairs stay, hangers, annealed steel wires shall not be measured for payment. |
| 54 | Boundary WallEarth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum. In volume within 50 m. initial lead and1.5 m. initial lift including rough dressing and breaking clods tomaximum 5 cm to 7cm and laying in layer not exceeding 0.3 m.in depth and as per specification approved by the department. |
| 55 | Supplying, filling in foundation and plinth with sand in layers well watered and rammed including cost, conveyance, royalty of all the materials required for the work labour with T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-Charge. |
| 56 | Providing cement concrete (1:3:6) in foundation and plinth using 4cm size clean hard black granite metal of approved quality from approved quarry including hoisting, lowering and laying in layers not exceeding 15cm thick to the required level, ramming watering and curing etc.complete including cost, conveyance, royalty taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-Charge |
| 57 | 1st class Fly ash brick masonry in cement mortar (1:6) in Foundation & Plinth using clamp burnt bricks of 9\\" size having a crushing strength of not less than 75 kg./sq.cm including splays cutting, circular moulding, chamfering and cur belling, watering and curing etc. complete including cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P etc. complete in all respect as per specification and direction of the Engineer-in-charge.Below Plinth Brick Work |
| 58 | 1st class Fly ash brick masonry in cement mortar (1:6) in super structure using clamp burnt bricks of 9\\" size having a crushing strength of not less than 75 kg./sq.cm including splays cutting, circular moulding, chamfering and cur belling, watering and curing etc. complete including cost, conveyance, royalty, taxes of all the materials required for the work with all labour, T&P etc. complete in all respect as per specification and direction of the Engineer-in-charge.Boundary Wall |
| 59 | RCC work M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20 mm. size chips not to exceed 25 % ) to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centring and shuttering 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 for the work etc. complete in all respect 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 as per direction of the Engineer in charge |
| 60 | Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge. |
| 61 | Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 62 | Wall painting two coats with Weather seal paint of approved shade over a coat of priming on new work to give an even shade with approved shade with cost, conveyance, taxes of all the materials required for the work and labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 63 | Retaining WallEarth work in all kinds of soil within 50m. Initial lead and 1.5m. Initial lift including rough dressing and breaking clods to maximum 5cm.to 7cm. and laying in layers not exceeding 0.3 m. in depth asper direction of the Engineer-in-charge. |
| 64 | Cutting in disintigrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materiala within 50m initial lead and 1.5 m initial lift including rough dressing as per direction and spacification of the department including stacking the useful material sparately as ordered asper direction of the Engineer-in-charge. |
| 65 | Supplying, filling in foundation and plinth with sand in layers well watered and rammed including cost, conveyance, royalty of all the materials required for the work labour with T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-Charge. |
| 66 | RCC work of M 15 grade with 20 mm and down grade black hard granite (Crusher broken) stone chips including hoisting and laying complete as per specification & direction of Engineer-in-charge. |
| 67 | Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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