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Tender Value
₹60.5 L
EMD Value
₹60,500
Closing Date
8 Apr 2026, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Paralakhemundi R and B Division
Construction of Paddy Procurement centre at Sidhamadanga SCS in Kashinagar Block, Gajapati District (800 Sft Cover Pindi)
2026_EICCL_127571_15
SE-PKD-RandB-DIVN-24/2025-26
Open Tender
Civil Works - Buildings
Percentage
120 days
Paralakhemundi
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹60,500
Yes
3 Jul 2026
25 Mar 2026
9 Apr 2026
25 Mar 2026
8 Apr 2026
25 Mar 2026
25 Mar 2026 - 31 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation of foundation trenches in all kinds of soil upto the required depth including moorum, stoney earth and earth mixed with boulders except sheet rocks and boulders requiring blasting including dressing, leveling the bed and depositing the excavated materials away from work site with initial leads and lifts, T&P shoring, shuttering and dewatering if required etc, complete as directed by the Engineer-in–charge. [Farmer Rest Shed-73.53+Cover Pindi-65.84+Drying Platform-13.49+Compound Wall-121.15+Internal Road-63.4 = 337.41 Cum] | |||||
| 2Filling foundation and plinth & sides of foundation with excavated materials (excluding rock), in layers not exceeding 20 cm in depth including watering and ramming and dressing and leveling the top to proper level, lead up to 50 m and lift upto 1.5 m or gradient including cost of all labour, labour CESS,sundries and T&P etc. complete in all respect as per direction of the Engineer-in-Charege.[Farmer Rest Shed-49.27+Cover Pindi-44.11+Drying Platform-9.04+Compound Wall-81.17+Internal Road-42.50= 226.09 Cum] | |||||
| 3Supplying & filling in foundation and plinth with good quality river sand in layers not exceeding 23cm in depth and compacted with watering, ramming, dressed and leveled the top surface to required gradient including cost , conveyance , royaoity,Addl.cost DMF&EMF of all materials, cost of all labour, T&P, etc.required to complete the work in all respect as per direction of the Engineer-in-charge.(Measurement will be taken on finished compacted section only) [Farmer Rest Shed-30.90+ Cover Pindi-20.40 + Drying Platform-39.04+Compound Wall-12.58 = 102.92 Cum] | |||||
| 4Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (IMIDACHLOPRIED 30.5SC mixed with 47.5ltr water) pumped these holes to soak the soil @ 1 ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour,conveyance, T&P , all taxes and hire charges of machinaries as per direction of Engineer-in-charge.(make-premise-BAYER,Paxton-FMC,ozie-KALYANI) [Farmer Rest Shed-59.93 Sqm] | |||||
| 5Providing and laying cement concrete (1:3:6) in foundation & plinth using 40mm size black hard granite crusher broken metal and screened and washed sharp river sand of approved quality from approved quarry as per approved design including hoisting, lowering, laying and compacting to proper thickness, watering and curing for the required period, finished smooth, providing grooves or beads where necessary including cost, conveyance, royalty,Addl. charges, DMF&EMF of all materials with labour, labour CESS , and T&P etc. required to complete the work in all respect including dewatering if required as per direction of the Engineer-in-Charge. [Farmer Rest Shed-13.89 + Cover Pindi-16.02 + Drying Platform-10.17+Compound Wall-7.94 =48.02Cum] | |||||
| 6Fly ash brick masonry in cement mortar (1:6) in Foundation& Plinth using Fly ash bricks of (23x11x8cm) size having a crushing strength of not less than 75 kg per Sq.cm with dimensional tolerance + 8 percent after immersing Bricks in water till saturation before use , including splays cutting, circular molding, chamfering, corbelling and all similar type of operations with all necessary projections watering, curing etc. complete including cost, conveyance, royalties, Addl.cost DMF&EMF of all materials, cost of all labour, labour CESS T&P etc. complete in all respect as per drawing and technical specifications and as per direction of the Engineer-in-charge. [Farmer Rest Shed-15.20 + Cover Pindi-17.89 + Drying Platform-15.03+Compound Wall-15.96 = 64.08Cum] | |||||
| 7Fly ash brick masonry in cement mortar (1:6) in Super structure using Fly ash bricks of (23x11x8cm) size having a crushing strength of not less than 75 kg per Sq.cm with dimensional tolerance + 8 percent after immersing Bricks in water till saturation before use , including splays cutting, circular molding, chamfering, corbelling and all similar type of operations with all necessary projections watering, curing etc. complete including cost, conveyance, royalties,Addl.cost DMF&EMF of all materials of all materials, cost of all labour, labour CESS T&P ,Scaffolding as required etc. complete in all respect as per drawing and technical specifications and as per direction of the Engineer-in-charge. [Farmer Rest Shed-18.56 + Compound Wall-57.00 = 75.56Cum] | |||||
| 8Providing, 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) 250 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. Column Base Footing [Farmer Rest Shed-10.80 + Cover Pindi-9.00 +Compound Wall-16.13 = 35.93Cum] | |||||
| 8.01 | Column up to Plinth [Farmer Rest Shed-1.28 + Cover Pindi-2.40 +Compound Wall-2.30 = 5.98Cum] | - | Cubic Meters | - | - |
| 8.02 | Plinth Beam [Farmer Rest Shed-3.46 + Cover Pindi-3.89 +Compound Wall-9.00 = 16.35Cum] | - | Cubic Meters | - | - |
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