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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹16.4 LAccepted-AOC | ₹16.4 L | L-1 | Accepted-AOC 0.05 Percent Below |
| 2 | L-2₹16.4 LRejected-AOC | ₹16.4 L | L-2 | Rejected-AOC L-2 |
Tender Value
₹16.5 L
EMD Value
₹33,000
Closing Date
29 Jan 2026, 2:00 pmClosed
District Engineer Zila Parishad, Palamu
Office Zila Parishad, Palamu
CONSTRUCTION OF PCC ROAD AND NALI FROM GANESH RAM HOUSE TO BHIKHAR RAM HOUSE IN VILLAGE PHULDIHA PANCHAYAT MAHUARI BLOCK HUSAINABAD UNDER ZILA PARISHAD PALAMU.
2026_ZPPAL_109414_1
NIT-18/2025-26 Gr 01
Open Tender
Civil Works
90 days
Palamu
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹33,000
13 Mar 2026
22 Jan 2026
30 Jan 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
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(3.18)
Providing coarse clean sand in filling in 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/I . (5.1.10 )
Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. (5.6.3)
Providing P.C.C. M-200 with nominal mix of (1:1.5:3) etc. -do-do- all complete as per direction of E/I. (5.3.1.1)
Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I.(SR No. 5.3.17.1)
Earth work in excavation in foundation trench in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50m. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per direction and direction of E/I. (5.1.1 + 5.1.2 )
Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I..(5.2.3)
Providing 12 mm thick cement plaster (1:6) 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. (5.7.3)
Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. (5.7.11)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : M-15 (1:2:4)(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size) (5.3.1.2)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : M-15 (1:2:4)(1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size) (5.3.2.1)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)(5.3.10)
providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.(5.5.5)
Earth work in filling foundation trenches and back filling of structures in- do- do-. as per specification and direction of E/I. (SR No. 7.1.31)
Carriage of Material Sand (10P +2K)
Cement (6P +2K)
Bricks (6P +2K)
Chips (18P +2K)
LABOUR CESS @ 1%
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