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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹55.4 LAdmitted-Finance | +0.00% | ₹55.4 L | L1 | Admitted-Finance |
| 2 | L2₹56.0 LAdmitted-Finance JAMTARA | JHARKHAND | 814166 | +1.00% | ₹56.0 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-DD and EMD hard copy not submitted |
Tender Value
₹55.4 L
EMD Value
₹1.1 L
Closing Date
27 Mar 2026, 5:00 pmClosed
District Engineer
Zila Parishad, Jamtara
CONSTRUCTION OF HEALTH SUB-CENTRE AT VILL-SHIKARPOSANI ,PLOT NO-1227/A, UNDER BLOCK-KARMATAR, DIST-JAMTARA, Gr. No.-20
2026_RDSPL_111839_4
ZILA/P-SHAD/JMT/RE1/14A/25-26
Open Tender
Civil Works
273 days
SHIKARPOSANI, KARMATAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
D.D.C.-cum-C.E.O., Zila Parishad, Jamtara
₹1.1 L
2 May 2026
20 Mar 2026
30 Mar 2026
20 Mar 2026
27 Mar 2026
20 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 |
|---|---|---|---|---|---|
| 1A. civil work Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item B) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | |||||
| 2Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | |||||
| 3Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)all complete as per approved design, building specification and direction of E/I. | |||||
| 4Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)all complete as per approved design, building specification and direction of E/I. | |||||
| 5Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | |||||
| 6Providing and laying in position cement concete of soecified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)all complete as per approved design, building specification and direction of E/I. | |||||
| 7Providing and laying in position specified grade of reinforced cement concerte, excluding the cost of centering, shutteing, finishing and reinforcement- All work up to pilnth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)all complete as per approved design, building specification and direction of E/I. | |||||
| 8Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)all complete as per approved design, building specification and direction of E/I. | |||||
| 9Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).all complete as per approved design, building specification and direction of E/I. | |||||
| 10Providing tor steel reinforcement as per approved design & drawingall complete as per approved design, building specification and direction of E/I. Providing Tor steel reinforcement of 8mm,dia rods as per approved design and drawing -do- -do- TMT Fe 500 ( Only Valid for SAIL & TATA Stee 20% | |||||
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