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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC VILL AMDIHA SATANPUR PINDRAJORA BOKARO JHARKHAND 827013 | BOKARO | JHARKHAND | 827013 | ₹10.9 L | L1 | Accepted-AOC ok |
Tender Value
₹11.1 L
EMD Value
₹22,500
Closing Date
27 Mar 2026, 5:00 pmClosed
Executive Engineer, R.D.Spl.Div. Bokaro
O/o Executive Engineer, R.D.Spl.Div. Bokaro 1st floor, working womens hostel, Camp-II, B.S. City, Bokaro-827001
Construction of Anganwadi Centre at Jala Kewat Tola under Chas Block of district Bokaro
2026_RDSPL_111808_1
RDD/SD/BOKARO/44/24-25/GR9/4TH CALL
Open Tender
Civil Works - Buildings
Works
180 days
Chas
Please refer Tender Documents
3 documents required · 3 mandatory
₹2,500
₹22,500
16 Sept 2026
19 Mar 2026
30 Mar 2026
19 Mar 2026
27 Mar 2026
19 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 |
|---|---|---|---|---|---|
| 1Laying and Jointing PVC Pipe. Heading | |||||
| 2Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. 5.1.1 | |||||
| 3Providing coarse clean sand in filling 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/l (Mode of measurement complacted volume).5.1.10 | |||||
| 4Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).5.1.7 | |||||
| 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/l.5.6.3 | |||||
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering in Foundation …….E/I 5.3.1.2 | 1 | M3 | - | - |
| 7 | Providing designation 75 B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.5.2.6 | 1 | M3 | - | - |
| 8 | Providiag designation 75B brick work in Cement Mortar (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per building specificition and direction of E/l. B.C.D. S.O.R. Item No. 5.2.14 | 1 | M3 | - | - |
| 9 | Providing designation 112mm thick reinforcement designtion 75 A brick work in C.M. (1:4) in supertructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including cost of screening materials scaffoliding raking out joints to 15mm depth curing taxesand royalty ( but excluding theb cost of reinforcement) all complete as per building specification and direction of E/I.5.2.23 | 1 | M2 | - | - |
| 10Reinforced 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).5.3.11 | |||||
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