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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹45.8 L+₹4.0 L (8.82%)Accepted-AOC LOHANDIA BAZAR LALMATIA GODDA | LALMATIA | GODDA | JHARKHAND | L2 | Accepted-AOC Qualified | |
| 2 | L1₹45.8 LRejected-Finance NEAR HANUMAN MANDIR WARD NO 06 RANI C 02 BACHHWARA BEGUSARAI BIHAR | BACHHWARA | BEGUSARAI | BIHAR | L1 | Rejected-Finance Disqualified |
| Sl No | Description | Qty | Unit | M/S HARERAM GUPTA L2 | RANJU DEVI L1 |
|---|---|---|---|---|---|
| 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. | 436.14 | CUM | 141.82 ₹61,853.37 Lowest | 1,200 ₹5,23,368 |
| 2.00 | Granular Sub-base with Well Graded Material (Table 400.1) By MIX in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(iii) For Grading I Material | 382.5 | CUM | 1,437.6 ₹5,49,882 Lowest | 1,500 ₹5,73,750 |
| 3.00 | Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation and plinth with approved qality of stone chips 20mm to 6mm size graded and clean coarse of F.M 2.5 to 3 including ,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royality all complete as per building specification and direction of E/I. | 465 | CUM | 4,561.73 ₹21,21,204.45 | 789 ₹3,66,885 Lowest |
| 4.00 | Centering and shuttering including strutting,proping etc and removal of form for foundation all complete as per direction of E/I. | 300 | Sqm | 194.5 ₹58,350 Lowest | 965 ₹2,89,500 |
| 5.00 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight | 155 | M | 26.8 ₹4,154 Lowest | 125 ₹19,375 |
| 6.00 | Earth Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting 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) | 90 | CUM | 128.88 ₹11,599.2 Lowest | 256 ₹23,040 |
| 7.00 | 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.
Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 53.64 | CUM | 15.51 ₹831.96 Lowest | 965.36 ₹51,781.91 |
| 8.00 | 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) | 3.66 | CUM | 589.51 ₹2,157.61 | 125.63 ₹459.81 Lowest |
| 9.00 | Supplying and laying (properly and drawing) rip-rap with good quality of boulders duly packed inlcluding the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I | 3.75 | CUM | 1,756.4 ₹6,577.72 | 365.21 ₹1,367.71 Lowest |
| 10.00 | Providing and laying in 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 20 mm nominal size) | 7.67 | CUM | 4,398.23 ₹33,756.42 Lowest | 4,587 ₹35,205.23 |
Tender Value
₹52.5 L
EMD Value
₹1.1 L
Closing Date
15 Jan 2026, 3:00 pmClosed
Nodal Officer
e-Procurement Cell, Office of the Executive Engineer, Building Construction Department, Building Division, Godda.
Construction of PCC Road from Kismiltikar main road to harijan tola, Village- Kismiltikar, Panchyat- Kewa, Block- Basantrai, District- Godda for the year 2025-26
2026_BCD_108625_2
BCD/EE/12/Godda/2025-26
Open Tender
Civil Works - Buildings
Item Rate
120 days
Basantrai
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.1 L
20 May 2026
5 Jan 2026
16 Jan 2026
5 Jan 2026
15 Jan 2026
5 Jan 2026
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.
Granular Sub-base with Well Graded Material (Table 400.1) By MIX in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(iii) For Grading I Material
Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation and plinth with approved qality of stone chips 20mm to 6mm size graded and clean coarse of F.M 2.5 to 3 including ,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royality all complete as per building specification and direction of E/I.
Centering and shuttering including strutting,proping etc and removal of form for foundation all complete as per direction of E/I.
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
Earth Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting 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)
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. Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B)
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)
Supplying and laying (properly and drawing) rip-rap with good quality of boulders duly packed inlcluding the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I
Providing and laying in 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 20 mm nominal size)
Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.
Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.
Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I.
NP3 Hume Pipe 600mm Dia
Laying , fitting and fixing NP3 hume pipe 600mm dia in line level and graded as well as providing approved jointing meterials and joint all complete as per specification and direction E/I.
Earth 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)
Carriage cost of materials
Stone Chips
Stone Metal
Stone Dust
Boulder
Hume Pipe
Add 18% GST (In Basic Rate must fill 0.18)
Add 1% Labour cess (In Basic Rate must fill 0.01)
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