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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LRejected-Finance ADITYAPUR INDUSTRIAL AREA ADITYAPUR KALPNAPURI ADITYAPUR | ₹6.2 L | L1 | Rejected-Finance Single Tender |
| 2 | Rejected-Technical | - | - | Rejected-Technical Character Not Attached |
Tender Value
₹7.4 L
EMD Value
₹15,000
Closing Date
17 Jan 2026, 4:00 pmClosed
AMC Muncipal Corporation Adityapur
Kalpanapuri, Adityapur
A. Constrution of 450mm NP2 Hume Pipe Drain from Apna Mart to house of Chabbi Mahto at Dindli Basti in Ward No.16 under Adityapur Municipal Corporation. B. Laying of Paver Block from House of R.D. Singh to House of Abhay Singh at Dindli Basti in War
2026_UDD_108687_51
UDD/AMC/09/2025-26
Open Tender
Civil Works
120 days
Ward No. 16
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹15,000
Yes
3 Apr 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
17 Jan 2026
8 Jan 2026
Earth work in excavation for laying of different types and sizes of R.C.C. spun pipes with disposal of excavated earth within intial lead and lift as per specification and direction of E/I. (I). For classification of soil item-A (3.3.1)
Providing course clean sand in filling in foundation tranches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building a specification and direction of E/I.(5.1.10)
Providing designation 75B one brick on flat soling joints filled with local sand including cost of watering taxes royality all complete. buiniding specifiacation and as per direction of E/I.(5.6.3)
Supplying 450mm dia NP2 RCC hume pipe with collar …do…do ..direction of E/I
Providing labour for fitting and fixing 450mm dia NP2 RCC hume pipe .. do..do…direction of E/I
Earth in back filling the trench after laying different types and sizes of RCC spun pipes …do…do..E/I [3.3.2]
Disposal of excavated earth in borrow area of lead 1km(k)+2km (p)
Providing and laying in position cement concrete of grade M-20 with nominal mix (1:1.5:3) excluding the cost of centering and shuttering - All work up to plinth level. [BCD 5.3.1.1]
Providing designation 75B brick work with c.m. (1:6) in foundation ….do…do..E/I.[5.2.6]
Plastering of 12 mm thickness with c.m [1:6]…do…do..E/I[5.7.3]
Providing 1.5 mm cement punning ….do….do…E/I.
Providing precast RCC slab of M20 with nominal mix (1:1.5:3) on prepared chamber …do…do E/I.[5.3.4]
Proving TMT reinforcement bar …do…do …E/I.
10 mm dia longitudinal bar @ 150mm spacing
12 mm dia longitudinal bar @ 150mm spacing
Making connection of drain or sewer line with existing manhole ..do..do..for pipes 100 to 250mm dia …do…do ..Direction E/I.[DSR-19.21.2]
Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) …..do… .do ….. specification and direction of E/I.5.1.1
Providing, supplying & spreading of stone dust in filling in foundation tranches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of material, labour,royalty and taxes all complete as per specifications and directions of E/I. ( mode of measurement compacted volume) RCD 4/M004
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).[dsr 16.69]
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks,lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, do..........do.............. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.[DSR-16.91.2]
Carriage of Materials
Sand 1Km(K) + 5Km(P)
Cement 5Km(P)
Chips 1Km(K) + 40Km(P)
Bricks 1Km(K) + 14 KM(P)
Reinforcement bar 5 Km(K)
Hume pipe 5kM(P)
Add 18% GST
Adding Labour Cess @ 1%
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