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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.8 LAccepted-AOC | ₹76.8 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹81.7 L+₹4.9 L (6.42%)Rejected-Finance | ₹81.7 L+₹4.9 L (6.42%) | L2 | Rejected-Finance L2 |
| 3 | L3₹85.1 L+₹8.3 L (10.8%)Rejected-Finance | ₹85.1 L+₹8.3 L (10.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹86.0 L+₹9.3 L (12.1%)Rejected-Finance | ₹86.0 L+₹9.3 L (12.1%) | L4 | Rejected-Finance L4 |
| 5 | L5₹88.8 L+₹12.0 L (15.6%)Rejected-Finance | ₹88.8 L+₹12.0 L (15.6%) | L5 | Rejected-Finance L5 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
23 Aug 2024, 5:00 pmClosed
Gr. Sr. Manager (E)
Siang Lower HE Project, NHPC Limited, Pasighat, East Siang District, Arunachal Pradesh-791102.
Construction of boundary wall around NHPC Office Cum Residential Complex and Old SSB Complex at Pasighat.
2024_NHPC_819286_1
NH/SIANGLOWER/NIT/2024/03
Open Tender
Civil Works
Item Rate
180 days
NHPC Office Complex, Pasighat.
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
NHPC Limited
₹2.2 L
18 Dec 2024
2 Aug 2024
28 Aug 2024
2 Aug 2024
23 Aug 2024
2 Aug 2024
Amount
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. (i) Girth from 300 mm to 600 mm
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit. (ii) Girth from 600 mm to 900 mm
Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (i) By Manual Means: (A) In area of light jungle.
Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15 cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m. Ordinary Soil.
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering.
Providing and laying cement concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size )excluding the cost of centering an shuttering in. (a) Foundation and plinth
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centering, 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 excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Centring and shuttering including strutting, propping etc and removal of form work for e) Column, pillars, posts and struts etc.
Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel
Centring and shuttering including strutting, propping etc and removal of form work for d) Lintels, beams, girders, bressumers and cantilevers etc.
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 (1 cement : 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 corase sand : 3 stone aggregate 20 mm nominal size)
Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
12 mm cement plaster 1 :6(1 cement : 6 fine sand)
15 mm cement plaster 1:3 , 1 cement, 3 fine sand, on the rough side of single or half brick wall
Applying one coat of cement primer of approved brand and manufacture on wall surface.
Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade on new work (three or more coats) to given an even shade.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m) having 50 no rounds per 6 metre length, upto 3m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) /Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. b) In Tees, Angles and Channels
Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. c) In Flats upto 10 mm thickness
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