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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹86.0 LAccepted-AOC NEAR HANUMAN MANDIR WARD NO 06 RANI C 02 BACHHWARA BEGUSARAI BIHAR | BACHHWARA | BEGUSARAI | BIHAR | 1 | Accepted-AOC L1 | |
| 2 | 2₹94.0 L+₹7.9 L (9.24%)Rejected-Finance 185 ROUSHAN BAG ASANBANI GODDA | GODDA | GODDA | JHARKHAND | 2 | Rejected-Finance L2 | |
| 3 | 3₹94.1 L+₹8.1 L (9.38%)Rejected-Finance MAHTODIH KUNJORA PALOJORI DEOGHAR | DEOGHAR | DEOGHAR | JHARKHAND | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | ADARSH ANAND L3 | RUBINA CONSTRUCTION PRIVATE LIMITED L2 | RANJU DEVI L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork 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. | 798.12 | Cu.m | 151.74 ₹1,21,106.73 | 151.55 ₹1,20,955.09 Lowest | 1,200 ₹9,57,744 |
| 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 | 652.8 | Cu.m | 1,436.88 ₹9,37,995.26 | 1,435.01 ₹9,36,774.53 Lowest | 1,500 ₹9,79,200 |
| 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. | 796.4 | Cu.m | 4,959.25 ₹39,49,546.7 | 4,952.8 ₹39,44,409.92 | 789 ₹6,28,359.6 Lowest |
| 4.00 | Centering and shuttering including strutting,proping etc and removal of form for foundation all complete as per direction of E/I. | 512 | Sq.m | 194.4 ₹99,532.8 | 194.15 ₹99,404.8 Lowest | 965 ₹4,94,080 |
| 5.00 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight | 264.53 | M | 26.79 ₹7,086.76 | 26.75 ₹7,076.18 Lowest | 1,874 ₹4,95,729.22 |
| 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/l (Mode of measurement compacted volume). | 153.6 | Cu.m | 128.82 ₹19,786.75 | 128.65 ₹19,760.64 Lowest | 3,652 ₹5,60,947.2 |
| 7.00 | Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B) | 145.32 | Cu.m | 15.5 ₹2,252.46 | 15.48 ₹2,249.55 Lowest | 6,523 ₹9,47,922.36 |
| 8.00 | Providing 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). | 7.59 | Cu.m | 589.22 ₹4,472.18 | 588.45 ₹4,466.34 Lowest | 6,589 ₹50,010.51 |
| 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. | 13.99 | Cu.m | 1,752.52 ₹24,517.75 | 1,750.24 ₹24,485.86 Lowest | 8,521 ₹1,19,208.79 |
| 10.00 | Providing and laying P.C.C. M - 100 in foundation with nominal mix of (1:3:6) in various components of barrage foundation with approved quality of 40mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting, bending binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. including carriage cost of all materials with all lead including loading at source and unloading & stacking at work site all complete job as per specification and direction of E/I. | 12.74 | Cu.m | 4,123.35 ₹52,531.48 | 4,117.98 ₹52,463.07 Lowest | 6,985 ₹88,988.9 |
Tender Value
₹94.1 L
EMD Value
₹1.9 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 Baniyadih pul to Parbatta Mahzid, Village- Baniyadih, Panchayat- Kewa, Block- Basantrai, District- Godda for the year 2025-26
2026_BCD_108625_1
BCD/EE/12/Godda/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Basantrai
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.9 L
17 Apr 2026
5 Jan 2026
16 Jan 2026
5 Jan 2026
15 Jan 2026
5 Jan 2026
Earthwork 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.
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/l (Mode of measurement compacted volume).
Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B)
Providing 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).
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 P.C.C. M - 100 in foundation with nominal mix of (1:3:6) in various components of barrage foundation with approved quality of 40mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting, bending binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. including carriage cost of all materials with all lead including loading at source and unloading & stacking at work site all complete job as per specification and direction of E/I.
Providing rough dressed random rubble stone masonry in C.M. (1:4) in Foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with ranking out joints, curing scaffolding and its removal wherever required including royalty etc. including carriage cost of all materials with all lead including loading at source and unloading & stacking at work site all complete job as per specification and direction of E/I.
Providing rough dressed random rubble stone masonry in C.M. (1:4) in Superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with ranking out joints, curing scaffolding and its removal wherever required including royalty etc. including carriage cost of all materials with all lead including loading at source and unloading & stacking at work site all complete job as per 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 1.5 mm cement punning including curing,carriage of water with all leads and lifts as per building 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 25 rnm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 ircluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.
NP3 Hume Pipe 600mm dia
Labour for Laying, fitting and fixing NP3 hume pipe 600mm dia in line level and graded as well as providing approved jointing materials and joint properly filled to make them leak proof, all complete as per specification and direction of E/I
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 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).
Carriage cost of materials
Stone Chips
Stone Metal
Stone Dust
Boulder
Hume Pipe
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Add 1% Labour cess (In Basic Rate must fill 0.01)
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