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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance AT DAHIKHIA PO PS KAKATPUR DIST PURI | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹39.5 L
EMD Value
₹39,500
Closing Date
28 Apr 2026, 5:00 pmClosed
Executive Engineer (Central tender Cell)
Central Tender Cell, ICOMC Tower, BMC
Development Project of reclaimed land at Biomining Site Bhuasuni, Daruthenga
2026_ORULB_128176_5
BMC-EE-Tender Cell-02/2026-27 Dt. 15.04.2026
Open Tender
Civil Works - Others
Percentage
90 days
BMC, AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹39,500
Yes
UG floor,Office Chamber of EE(Central Tender Cell)
29 Apr 2026
17 Apr 2026
29 Apr 2026
17 Apr 2026
28 Apr 2026
17 Apr 2026
17 Apr 2026 - 22 Apr 2026
22 Apr 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 |
|---|---|---|---|---|---|
| 1Earthwork by using hydraulic excavator of 1 cum bucket and depositing the excavated materials within 5 km lead including loading and unloading with all cost conveyance T&P sundries etc. complete as per direction of Engineer-in-Charge. | |||||
| 2Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using cement, 4 cm. size black hard crusher broken granite stone metal, screened and washed sharp sand for mortar of approved quality from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, loading, unloading, dewatering,royalties and taxes all materials and cost all labours, sundries, T&P required for the work including shuttering , hire & running charges of concrete mixer complete as per the direction of the Engineer -in -charge. (High Tension pre coated) wire, fixed in cast-in-situ PCC M-20 concrete in foundation Footing of size 600 mm dia 300mm deoth from top and P.C.C of proportion in cc (1:4:8) of size 600 mm dia 300 mm depth at bottom in side the RCC collar pipe of 600 mm internal dia placed over a base of Plane cement concrete of Propotion with C.C (1:4:8) of size 680 mm dia 100 mm depth including excavating foundation pit for each pole in Slusy Soil of size 680 mm dia 700mm depth including providing Cast-in-situ P.C.C of Propotion in C.C (1:4:8) of Size 1520 mm length, 150 mm Width & 100mm depth below slab panel including wtering & Curing for required days, alowing with supplying, fixing be fitting precast RCC/SFRC slab having dimension of 2100mm (long) x 300mm (wide)x50mm (thick) made with M-30 grade concrete having 4mm dia Gl wire 3 nos. convering the top of the compound wall poles with a Precast RCC/SFRC cover of (300x300x150) mm in order to prevent the slab pannels from removing. All complete as a set to be measured in team of running meter including such precast RCC/SFRC top cover, slab, pole, including painting two coats of approved cement paint over a coat of cement wash including curing cost and conveyance of all materials, royalities, takes all labour, labour cess, T & P required for the work etc complete including dewatering if required as per the direction of the Engineer-in-charge execluding cost of GST. | |||||
| 3Providing, lifting, hoisting and laying Reinforced Cement Concrete of M-25 grade in Column base, Column Footings, Raft Foundation,Stem of the Columns, beams, chaujja, fin, lintel, stair case, jali , shelves and slab etc as per approved designs and drawings having a minimum compressive strength ( in work test) 20N. / 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 screened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard crusher broken granite stone chips of approved quality from approved quarry, washed and cleaned to be mixed in concrete mixture with approved quality of cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days including, centering and shuttering then after dismantling and removing the debrises away 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 , cost of all labours, scaffolding, sundries, T&P required for the work etc. complete in all respect but the excluding cost & 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 and binding wires and tying the grills and placing in proper position as directed by the Engineer-in-charge. (A) Foundation | |||||
| 3.01 | Plinth Beam | - | Cum | - | - |
| 3.02 | Column | - | Cum | - | - |
| 3.03 | Beam | - | Cum | - | - |
| 3.04 | Roof Slab | - | Cum | - | - |
| 4Cutting,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. | |||||
| 5Fly Ash Brick masonry in C.M. (1:4) in founadtion & plinth and super structure having crushing strength not less than 75 Kg / cm2 with dimensional tolerance ± 2%. | |||||
| 6Providing 16mm thick cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. | |||||
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