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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance | ₹1.2 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.2 Cr+₹1.8 L (1.51%)Rejected-Finance BOKARO | JHARKHAND | 825102 | ₹1.2 Cr+₹1.8 L (1.51%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.2 Cr+₹5.0 L (4.30%)Rejected-Finance KAILASH NAGAR CHAS BOKARO JHARKHAND | BOKARO | JHARKHAND | 825102 | ₹1.2 Cr+₹5.0 L (4.30%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.3 Cr+₹9.4 L (8.00%)Rejected-Finance BOKARO | BOKARO | JHARKHAND | 825102 | ₹1.3 Cr+₹9.4 L (8.00%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.3 Cr+₹9.5 L (8.11%)Rejected-Finance 178 SHIVPURI COLONY CHAS BOKARO JHARKHAND | BOKARO | JHARKHAND | 825102 | ₹1.3 Cr+₹9.5 L (8.11%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S BIBHUTI SHARMA L9 | M/s Sidhi vinayak construction L5 | LALITA ENTERPRISES L7 | SIDDHI VINAYAK ENTERPRISES L2 | LALAN KUMAR L6 | SAMRAT CONSTRUCTION AND TRADERS L4 | M/S JAI MATA DI ENTERPRISES L8 | SHAMBHU SHARAN SUDHANSHU L3 | SUBHASH KUMAR L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in foundation and plinth with approved uality 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/I. | 2.07 | Cum | 5,600 ₹11,592 | 4,500 ₹9,315 | 5,500 ₹11,385 | 3,800 ₹7,866 | 3,325.5 ₹6,883.79 | 4,500 ₹9,315 | 4,000 ₹8,280 | 3,000 ₹6,210 Lowest | 4,500 ₹9,315 |
| 2.00 | Providing designation 112mm thick reinforcement designtion 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") 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. | 9 | Sqm | 900 ₹8,100 | 600 ₹5,400 | 600 ₹5,400 | 450 ₹4,050 | 428.62 ₹3,857.58 | 450 ₹4,050 | 440 ₹3,960 | 400 ₹3,600 | 350 ₹3,150 Lowest |
| 3.00 | Providing and laying position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 142.04 | Cum | 5,600 ₹7,95,424 | 3,800 ₹5,39,752 | 4,000 ₹5,68,160 | 4,800 ₹6,81,792 | 3,103.8 ₹4,40,863.75 | 4,800 ₹6,81,792 | 3,000 ₹4,26,120 Lowest | 4,500 ₹6,39,180 | 4,800 ₹6,81,792 |
| 4.00 | Making plith protection 50mm thick of cement concrete 1:3:6 (1 Cement : 3 coase sand ( zone-III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth | 112.2 | Sqm | 350 ₹39,270 | 250 ₹28,050 Lowest | 400 ₹44,880 | 350 ₹39,270 | 258.65 ₹29,020.53 | 350 ₹39,270 | 260 ₹29,172 | 300 ₹33,660 | 350 ₹39,270 |
| 5.00 | Reinforced 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 20mm nominal size). | 0.1 | Cum | 5,100 ₹484.5 | 5,500 ₹522.5 | 5,000 ₹475 | 5,100 ₹484.5 | 3,842.8 ₹365.07 Lowest | 5,100 ₹484.5 | 6,500 ₹617.5 | 5,000 ₹475 | 5,200 ₹494 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Suspended Floors, roofs, landings, balconies and access platform | 1.47 | Sqm | 450 ₹661.5 | 300 ₹441 | 400 ₹588 | 450 ₹661.5 | 332.55 ₹488.85 | 450 ₹661.5 | 150 ₹220.5 Lowest | 350 ₹514.5 | 500 ₹735 |
| 7.00Providing Toe steel reinforcement of following dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL, TATA Steel, JSPL, Electro Steel Ltd. and Vizal Steel) 8mm | ||||||||||||
| 8.00Providing Toe steel reinforcement of following dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL, TATA Steel, JSPL, Electro Steel Ltd. and Vizal Steel) 10mm | ||||||||||||
| 9.00 | Providing Toe steel reinforcement of following dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL, TATA Steel, JSPL, Electro Steel Ltd. and Vizal Steel)
12mm to 25 mm | 0.01 | MT | 79,000 ₹395 | 85,000 ₹425 | 80,000 ₹400 | 79,000 ₹395 | 59,120 ₹295.6 | 79,000 ₹395 | 58,500 ₹292.5 Lowest | 62,000 ₹310 | 66,000 ₹330 |
| 10.00 | S/F M.S. grill made of 20 x 6mm M.S. flat / Square bar as per approved design and drawing, properly fabricated with joints continous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction ofE/I. (Where materials is not supplied by the deptt.) | 2,136.15 | Kg | 110 ₹2,34,976.5 | 75 ₹1,60,211.25 | 90 ₹1,92,253.5 | 95 ₹2,02,934.25 | 66.51 ₹1,42,075.34 Lowest | 95 ₹2,02,934.25 | 70 ₹1,49,530.5 | 85 ₹1,81,572.75 | 80 ₹1,70,892 |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
2 Jun 2026, 11:00 amClosed
E.E., BCD, Building Division, Bokaro
E.E., BCD, Building Division, Bokaro
Proposed Renovation of Existing Workshop Building at ITI Bokaro, Chas, Jharkhand
2026_BCD_114451_1
03/2026-27/EE/BCD/BOKARO
Open Tender
Civil Works - Buildings
Works
330 days
Bokaro
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹3.5 L
6 Jul 2026
23 May 2026
3 Jun 2026
23 May 2026
2 Jun 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in foundation and plinth with approved uality 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/I. | 1 | Cum | - | - |
| 2Providing designation 112mm thick reinforcement designtion 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") 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. | |||||
| 3 | Providing and laying position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 1 | Cum | - | - |
| 4Making plith protection 50mm thick of cement concrete 1:3:6 (1 Cement : 3 coase sand ( zone-III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth | |||||
| 5 | Reinforced 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 20mm nominal size). | 1 | Cum | - | - |
| 6Centering and shuttering including strutting, propping etc. and removal of form for Suspended Floors, roofs, landings, balconies and access platform | |||||
| 7Providing Toe steel reinforcement of following dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL, TATA Steel, JSPL, Electro Steel Ltd. and Vizal Steel) 8mm | |||||
| 8Providing Toe steel reinforcement of following dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL, TATA Steel, JSPL, Electro Steel Ltd. and Vizal Steel) 10mm | |||||
| 9Providing Toe steel reinforcement of following dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (Only Valid for SAIL, TATA Steel, JSPL, Electro Steel Ltd. and Vizal Steel) 12mm to 25 mm | |||||
| 10S/F M.S. grill made of 20 x 6mm M.S. flat / Square bar as per approved design and drawing, properly fabricated with joints continous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction ofE/I. (Where materials is not supplied by the deptt.) | |||||
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