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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L5₹85.8 L+₹1.9 L (2.25%)Accepted-Finance | ₹85.8 L+₹1.9 L (2.25%) | L5 | Accepted-Finance Consistent (Responsive) |
| 2 | L1₹83.9 LRejected-Finance | ₹83.9 L | L1 | Rejected-Finance In Consistent (Non-Responsive) |
| 3 | L2₹85.8 L+₹1.9 L (2.25%)Rejected-Finance | ₹85.8 L+₹1.9 L (2.25%) | L2 | Rejected-Finance In Consistent (Non-Responsive) |
| 4 | L3₹85.8 L+₹1.9 L (2.25%)Rejected-Finance | ₹85.8 L+₹1.9 L (2.25%) | L3 | Rejected-Finance In Consistent (Non-Responsive) |
| 5 | L4₹85.8 L+₹1.9 L (2.25%)Rejected-Finance | ₹85.8 L+₹1.9 L (2.25%) | L4 | Rejected-Finance Consistent |
Tender Value
₹90.3 L
EMD Value
₹90,329
Closing Date
25 Jan 2024, 12:00 pmClosed
Executive Engineer
Office of the Executive Engineer, Engineering Wing, 2nd floor of the office Building of Directorate of Hr. and Tech. Education, ESS-Sector, Itanagar
Construction of Jarbom Gamlin Memorial Statue at Jarbom Gamlin Govt. Law College, Jote
2023_ARED_1514_2
EDN(EW)/Plg-015/2021/115
Open Tender
Civil Works - Building
Item Rate
150 days
Jote, Balijan
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
Divisional Accountant, Engg. Wing
₹90,329
Itanagar
8 Feb 2024
19 Jan 2024
25 Jan 2024
19 Jan 2024
25 Jan 2024
19 Jan 2024
22 Jan 2024
Amount
Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30cmsize including banking in20 cmlayers and breaking clods, ramming and dressing upfor the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
Providing and laying Boulder filling
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
Centring and shuttering including strutting, propping etc and removal of form work for a. Foundation, footings, bases of columns etc. and mass concrete.
b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel
Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Providing and laying Makrana Pure White Marble flooring in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, laid on 40 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments and polishing etc., complete
Supplying and installation of Bronze Statue of Lt. Jarbom Gamlin at Jarbom Gamlin Govt. Law College, Arunachal Pradesh. (Size: Height 9 feet standing) Particular: a. Materials for modeling wooden plateform, Iron Armature, modeling Clay. B. Material for Mold making plaster of parish, brick dust, Bee Wax, Peraphin wax. C. Casting/porring materials hard & soft coal, fireing wood, brick, porring cup. D. Row brong. E. Joining and patina bronze welding stick, oxsize gas, LPG Gas, Argon gas, Patina, etc. F. Remuneration of helper 10 person working in 60 days. G. Asstt. Artist Caster, Welder. H. Artist (with Clay modelling) and I. Carring & Fitting.( As per Quotation)
Supplying and installation of granite and encrypt of biograph of Lt. Jarbom Gamlin.
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 rotator at OMC, and compacting with vibratory roller to achieve the desire density, as per clause 401) (i) for grading- I Material
Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks 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 fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineerin-Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern
Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth.
Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge.
Supply and stacking of ornomental plant as per direction of the officer-in-charge
Electrification Work
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