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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹20.3 LAccepted-AOC | ₹20.3 L | L-1 | Accepted-AOC As per tender committee recommendation and approval of competent authority |
| 2 | L-2₹20.7 LRejected-Finance AT P O RAHAM P S TANDWA PIN 825321 | RAHAM | CHATRA | JHARKHAND | 825321 | ₹20.7 L | L-2 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| 3 | L-3₹21.8 LRejected-Finance | ₹21.8 L | L-3 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| 4 | L-4₹22.2 LRejected-Finance AT P O TARANGA DHANBAD BOKARO 828403 JHARKHAND INDIA | DHANBAD | BOKARO | JHARKHAND | 828403 | ₹22.2 L | L-4 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| 5 | L-5₹24.1 LRejected-Finance | ₹24.1 L | L-5 | Rejected-Finance As per auto generated BOQ Comparative Chart, recommendation of TC and approval of competent authority |
| Sl No | Description | Qty | Unit | TWINKLE ENTERPRISES L6 | M/S KHUSBU ENTERPRISES L5 | M/s KASHYAP ENTERPRISE L2 | SAROJ KUMAR PANDEY L4 | MD MAZHAR ANSARI L1 | NARESH YADAV L3 | M/S M A CONSTRUCTION L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. | 290.7 | cum | 54.6 ₹15,872.22 | 59.52 ₹17,302.46 | 145.42 ₹42,273.59 | 76.8 ₹22,325.76 | 66.5 ₹19,331.55 | 53.77 ₹15,630.26 | 62.4 ₹18,139.68 |
| 2.00 | Plant Mix Method (Construction of granular sub-base by providing close graded Materials, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401). for grading - II material | 145.35 | cum | 2,720 ₹4.0 L | 2,378.47 ₹3.5 L | 694.05 ₹1.0 L | 2,118 ₹3.1 L | 2,300 ₹3.3 L | 2,148.61 ₹3.1 L | 2,541.81 ₹3.7 L |
| 3.00 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | 239.06 | cum | 6,200 ₹14.8 L | 5,693.93 ₹13.6 L | 5,354.1 ₹12.8 L | 6,202 ₹14.8 L | 4,700 ₹11.2 L | 5,143.63 ₹12.3 L | 6,418.21 ₹15.3 L |
| 4.00 | Construction of sub-grade and earthen shoulders (Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. | 57.38 | cum | 110.78 ₹6,356.56 | 135.62 ₹7,782.16 | 141.45 ₹8,116.63 | 175 ₹10,041.50 | 135 ₹7,746.30 | 122.52 ₹7,030.05 | 131.2 ₹7,528.26 |
| 5.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Means Depth upto 3 m | 170.1 | cum | 51.98 ₹8,841.80 | 68.2 ₹11,600.82 | 148.72 ₹25,298.12 | 88 ₹14,968.80 | 80 ₹13,608 | 61.61 ₹10,479.66 | 55.8 ₹9,491.58 |
| 6.00 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 6.98 | cum | 1,451.4 ₹10,130.77 | 1,549.22 ₹10,813.59 | 694.05 ₹4,844.47 | 1,999 ₹13,953.02 | 1,000 ₹6,980 | 1,399.5 ₹9,768.51 | 431 ₹3,008.38 |
| 7.00 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 16.2 | cum | 4,800 ₹77,760 | 3,022.5 ₹48,964.50 | 4,131.25 ₹66,926.25 | 3,900 ₹63,180 | 4,670 ₹75,654 | 2,730.39 ₹44,232.32 | 4,796 ₹77,695.20 |
| 8.00 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. Random Rubble Masonry | 48.15 | cum | 4,100 ₹2.0 L | 4,467.88 ₹2.2 L | 4,032.1 ₹1.9 L | 5,751 ₹2.8 L | 2,600 ₹1.3 L | 4,036.08 ₹1.9 L | 4,813 ₹2.3 L |
| 9.00 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes. | 10 | Meter | 2,600 ₹26,000 | 2,619.5 ₹26,195 | 3,250 ₹32,500 | 2,715 ₹27,150 | 1,800 ₹18,000 | 2,366.34 ₹23,663.38 | 2,515 ₹25,150 |
| 10.00 | Total impact of GST for the purpose of CTC | 1 | Nos | 3,99,582.06 ₹4.0 L | 3,68,043.8 ₹3.7 L | 3,15,888.48 ₹3.2 L | - | 3,10,391.43 ₹3.1 L | 3,32,474.15 ₹3.3 L | 4,09,778.71 ₹4.1 L |
Tender Value
₹31.1 L
EMD Value
₹39,000
Closing Date
27 Dec 2025, 10:00 amClosed
Staff Officer (Civil), Magadh-Sanghmitra Area
Office of the General Manager, Magadh-Sanghmitra Area, Bachra, Dist Chatra, Jharkhand 829201
Construction of 500 mtrs. PCC road in Raham Village of Magadh-Sanghmitra Area under CSR
2025_CCL_349440_1
GMMS/SOC/Tender/25-26/68/801
Open Tender
Civil Works - Others
60 days
GM Unit, Magadh-Sanghmitra Area
As per NIT
3 documents required · 3 mandatory
₹39,000
13 Feb 2026
16 Dec 2025
29 Dec 2025
17 Dec 2025
27 Dec 2025
17 Dec 2025
17 Dec 2025 - 20 Dec 2025
Amount
Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m.
Plant Mix Method (Construction of granular sub-base by providing close graded Materials, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401). for grading - II material
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
Construction of sub-grade and earthen shoulders (Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Means Depth upto 3 m
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. Random Rubble Masonry
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes.
Total impact of GST for the purpose of CTC
M/s KASHYAP ENTERPRISE (BID ID -1206647)
NARESH YADAV (BID ID -1207232)
SAROJ KUMAR PANDEY (BID ID -1207242)
M/S KHUSBU ENTERPRISES (BID ID -1206511)
TWINKLE ENTERPRISES (BID ID -1207214)
M/S M A CONSTRUCTION (BID ID -1205647)
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