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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹92.2 LAccepted-Finance VILL DHOLIYA PO PANDEYPURA BLOCK HUNTERGANJ DIST CHATRA | CHATRA | JHARKHAND | 825103 | ₹92.2 L | L-1 | Accepted-Finance As per Quoted Rate, tender committee recommendation |
| 2 | L-2₹97.5 L+₹5.3 L (5.77%)Rejected-Finance AT PO BARALOTA BY PASS ROAD DALTONGANJ DISTT PALAMU JHARKHAND 822121 | GARHWA | JHARKHAND | 822121 | ₹97.5 L+₹5.3 L (5.77%) | L-2 | Rejected-Finance As per Quoted Rate, tender committee recommendation |
| 3 | L-3₹98.5 L+₹6.3 L (6.85%)Rejected-Finance | ₹98.5 L+₹6.3 L (6.85%) | L-3 | Rejected-Finance As per Quoted Rate, tender committee recommendation |
| 4 | L-4₹1.0 Cr+₹8.1 L (8.78%)Rejected-Finance AT PO CHINTA MANI NIWAS BESIDE CENTRAL SCHOOL RAJENDRA NAGAR COLONY PO HEHAL DIST RANCHI JHARKHAND 834005 | RANCHI | RANCHI | JHARKHAND | 834005 | ₹1.0 Cr+₹8.1 L (8.78%) | L-4 | Rejected-Finance As per Quoted Rate, tender committee recommendation |
| 5 | L-5₹1.0 Cr+₹8.3 L (8.96%)Rejected-Finance AT MOHAN NAGAR PO DAKRA PS KHALARI DISTT RANCHI JHARKHAND 829201 | CHATRA | JHARKHAND | 829201 | ₹1.0 Cr+₹8.3 L (8.96%) | L-5 | Rejected-Finance As per Quoted Rate, tender committee recommendation |
Tender Value
₹1.6 Cr
EMD Value
₹2.0 L
Closing Date
16 Dec 2024, 4:00 pmClosed
Staff Officer(C), A-C Area
Office of The General Manager, Amrapali-Chandragupta Area, Honhey, Tandwa, 825321
Alternative Transporting Road to Shivpur siding over Honhey River at Amrapali OCP under A-C Area, CCL
2024_CCL_322036_1
GMAC/SOC/Tender/24-25/59/1179
Open Tender
Civil Works - Roads
Item Rate
90 days
Amrapali OCP of A-C Area
Please refer tender notice
5 documents required · 5 mandatory
₹2.0 L
16 May 2025
28 Nov 2024
17 Dec 2024
29 Nov 2024
16 Dec 2024
29 Nov 2024
29 Nov 2024 - 9 Dec 2024
Amount
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)
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications .With Batching Plant, Transit Mixer and Concrete Pump
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20 .
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
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
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification.
Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1200 mm dia.
Total impact of GST for the purpose of CTC
M/S VIKASH KUMAR TIWARI (BID ID -1107077)
M/s ANUP KUMAR JAISWAL (BID ID -1106966)
M/S MAA LAKSHMI ENTERPRISES (BID ID -1105854)
M/S MAA CONSTRUCTION (BID ID -1108343)
M/S S K MISHRA AND SONS (BID ID -1105106)
prakash construction company (BID ID -1106441)
M/S B.D.ENTERPRISES (BID ID -1107745)
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