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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.6 CrAccepted-AOC AT PO BALUMATH NEAR SANABIL SCHOOL DISTT LATEHAR JHARKHAND 829202 | LATEHAR | JHARKHAND | 829202 | ₹1.6 Cr Quoted ₹1.4 Cr | L-1 | Accepted-AOC As per tender Committee recommendation and approval of competent authority |
| 2 | L-2₹1.4 Cr+₹4.6 L (3.27%)Rejected-Finance AT PO BARALOTA BY PASS ROAD DALTONGANJ DISTT PALAMU JHARKHAND 822121 | GARHWA | JHARKHAND | 822121 | ₹1.4 Cr+₹4.6 L (3.27%) | L-2 | Rejected-Finance As per Quoted Rate, tender committee recommendation and approval of competent authority |
| 3 | L-3₹1.6 Cr+₹21.2 L (15.2%)Rejected-Finance HAZARIBAG | GARHWA | JHARKHAND | 822112 | ₹1.6 Cr+₹21.2 L (15.2%) | L-3 | Rejected-Finance As per Quoted Rate, tender committee recommendation and approval of competent authority |
| 4 | L-4₹1.7 Cr+₹26.7 L (19.1%)Rejected-Finance | ₹1.7 Cr+₹26.7 L (19.1%) | L-4 | Rejected-Finance As per Quoted Rate, tender committee recommendation and approval of competent authority |
| 5 | L-5₹2.0 Cr+₹65.3 L (46.8%)Rejected-Finance AT PO GARILONG TANDWA DIST CHATRA JHARKHAND 825321 | CHATRA | JHARKHAND | 825321 | ₹2.0 Cr+₹65.3 L (46.8%) | L-5 | Rejected-Finance As per Quoted Rate, tender committee recommendation and approval of competent authority |
| Sl No | Description | Qty | Unit | M/S JHAMAN MAHTO & OTHERS L6 | m/s sanjay kumar L3 | M/S SANJEEV PRASAD L5 | SHREE RAM CONSTRUCTION L4 | NAWAZ CONSTRUCTION JV L1 | M/S VIKASH KUMAR TIWARI L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | PART -A (ROAD) - Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2). rolling with vibratory roller. | 56,550 | Cum | 151.51 ₹85,67,890.5 | 105 ₹59,37,750 | 148 ₹83,69,400 | 135 ₹76,34,250 | 101.33 ₹57,30,211.5 Lowest | 117 ₹66,16,350 |
| 2.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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). Rolling with vibratory roller. | 7,085 | Cum | 186.39 ₹13,20,573.15 | 100 ₹7,08,500 Lowest | 182 ₹12,89,470 | 152 ₹10,76,920 | 124.66 ₹8,83,216.1 | 140 ₹9,91,900 |
| 3.00 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 clause 401). for grading- I Material. | 1,365 | Cum | 2,538.61 ₹34,65,202.65 | 2,300 ₹31,39,500 | 2,492 ₹34,01,580 | 1,800 ₹24,57,000 | 1,697.84 ₹23,17,551.6 Lowest | 1,725 ₹23,54,625 |
| 4.00 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 clause 401). for grading- II Material. | 1,365 | Cum | 2,665.05 ₹36,37,793.25 | 2,000 ₹27,30,000 | 2,616 ₹35,70,840 | 1,900 ₹25,93,500 | 1,782.41 ₹24,32,989.65 | 1,725 ₹23,54,625 Lowest |
| 5.00 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).90 cm equilateral triangle. | 5 | each | 6,679.52 ₹33,397.6 | 6,000 ₹30,000 | 6,556 ₹32,780 | 3,000 ₹15,000 Lowest | 4,467.31 ₹22,336.55 | 5,000 ₹25,000 |
| 6.00 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)80 mm x 60 mm rectangular. | 5 | each | 8,221.87 ₹41,109.35 | 7,000 ₹35,000 | 8,071 ₹40,355 | 4,000 ₹20,000 Lowest | 5,498.85 ₹27,494.25 | 5,000 ₹25,000 |
| 7.00 | Metal Beam Crash Barrier: Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810). | 400 | Mtr. | 3,324.5 ₹13,29,800 | 3,500 ₹14,00,000 | 3,263 ₹13,05,200 | 3,500 ₹14,00,000 | 2,223.45 ₹8,89,380 | 1,700 ₹6,80,000 Lowest |
| 8.00 | PART-B (RCC PIPE CULVERT)- 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.) Mechanical Means (Depth upto 3 m) | 71.25 | Cum | 57.77 ₹4,116.11 | 250 ₹17,812.5 | 56 ₹3,990 | 90 ₹6,412.5 | 38.64 ₹2,753.1 Lowest | 40 ₹2,850 |
| 9.00 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 13.36 | Cum | 1,682.96 ₹22,484.35 | 1,500 ₹20,040 | 1,652 ₹22,070.72 | 500 ₹6,680 Lowest | 1,125.58 ₹15,037.75 | 1,000 ₹13,360 |
| 10.00 | PCC 1:3:6 in Foundation (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.) | 13.36 | Cum | 6,553.08 ₹87,549.15 | 5,500 ₹73,480 | 6,432 ₹85,931.52 | 3,800 ₹50,768 Lowest | 4,382.75 ₹58,553.54 | 5,000 ₹66,800 |
Tender Value
₹2.3 Cr
EMD Value
₹2.8 L
Closing Date
13 Dec 2024, 4:00 pmClosed
Staff Officer(C), A-C Area
Office of The General Manager, Amrapali-Chandragupta Area, Honhey, Tandwa, 825321
Temporary Light Vehicle Road from Lakdhai more to road junction near petrol pump under Amrapali OCP of A-C Area,CCL.
2024_CCL_321807_1
GMAC/SOC/Tender/24-25/58/1164
Open Tender
Civil Works - Roads
Item Rate
150 days
Amrapali OCP of A-C Area
Please refer tender notice
5 documents required · 5 mandatory
₹2.8 L
14 Nov 2025
25 Nov 2024
14 Dec 2024
26 Nov 2024
13 Dec 2024
26 Nov 2024
26 Nov 2024 - 6 Dec 2024
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