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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-Finance 00 SUBHASH WARD DONGARGARH RAJNANDGAON RAJNANDGAON CHHATTISGARH 491445 UDYAM CG 15 0004239 | RAJNANDGAON | CHHATTISGARH | 491445 | ₹2.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.1 Cr+₹97,503.49 (0.47%)Rejected-Finance | ₹2.1 Cr+₹97,503.49 (0.47%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical GRAM KARAGAIYO TILAIYA DAM BARHI HAZARIBAGH | HAZARIBAGH | JHARKHAND | 825301 | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical FLAT NO 302 BLOCK C NILKANTH APARTMENT CHAS BOKARO | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | M/s Anmol Construction L1 | M/S BALESHWARI CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work 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 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. | 523.29 | Cum | 130 ₹68,028.35 | 124.48 ₹65,139.76 Lowest |
| 2.00 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 155.15 | Cum | 12.4 ₹1,923.82 Lowest | 12.72 ₹1,973.47 |
| 3.00 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | 266.78 | Cum | 44.22 ₹11,796.88 Lowest | 45.32 ₹12,090.33 |
| 4.00 | Providing 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) | 43.67 | Cum | 471.6 ₹20,597.13 Lowest | 483.34 ₹21,109.87 |
| 5.00 | Providing designation 75B 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 104.29 | Cum | 4,088.2 ₹4,26,342.03 Lowest | 4,189.9 ₹4,36,947.91 |
| 6.00 | Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. | 7.14 | Sqm | 570.79 ₹4,075.44 Lowest | 584.99 ₹4,176.83 |
| 7.00 | Extra for brick work for each consecutive floor above first floor including watering and scaffolding, all complete as per direction of E/I. | 46.15 | Cum | 107.05 ₹4,940.57 Lowest | 109.72 ₹5,063.8 |
| 8.00 | 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. | 212.66 | Cum | 3,835 ₹8,15,547.27 | 3,697.06 ₹7,86,213.08 Lowest |
| 9.00 | 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. | 162.29 | Sqm | 490 ₹79,521.12 | 474.15 ₹76,948.86 Lowest |
| 10.00 | Providing and laying position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | 25.95 | Cum | 3,602.74 ₹93,491.1 Lowest | 3,692.36 ₹95,816.74 |
Tender Value
₹2.6 Cr
EMD Value
₹2.6 L
Closing Date
20 Jun 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
BUILDING DIVISION KODERMA
PROPOSED CONSTRUCTION OF 10 ADDITIONAL ROOMS WITH ADMINISTRATIVE BLOCK AT ITI LOKAI, KODERMA, JHARKHAND
2026_BCD_115143_1
01/BCD/EE/KODERMA/2026-27 (Gr.2)
Open Tender
Civil Works - Buildings
Item Rate
365 days
KODERMA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.6 L
19 Sept 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
20 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work 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 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. | 1 | Cum | - | - |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 0.8 | Cum | - | - |
| 3 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | 0.8 | Cum | - | - |
| 4 | Providing 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) | 1 | Cum | - | - |
| 5 | Providing designation 75B 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 , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 0.4 | Cum | - | - |
| 6 | Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, carriage of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. | 1 | Sqm | - | - |
| 7Extra for brick work for each consecutive floor above first floor including watering and scaffolding, all complete as per direction of E/I. | |||||
| 8 | 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. | 0.6 | Cum | - | - |
| 9 | 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. | 0.2 | Sqm | - | - |
| 10 | Providing and laying position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | 1 | Cum | - | - |
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