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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹4.9 LAccepted-AOC | 1st | Accepted-AOC 1st lowest | |
| 2 | 2nd₹4.9 L+₹4,948 (1.01%)Rejected-Finance | 2nd | Rejected-Finance 2nd lowest | |
| 3 | 3rd₹5.0 L+₹7,639 (1.56%)Rejected-Finance | 3rd | Rejected-Finance 3rd lowest |
Tender Value
₹4.7 L
Closing Date
28 Oct 2019, 5:00 pmClosed
Sr. Manager (E), Contract Department
Office of the Sr. Manager (E), Contract Department, NHPC Ltd., Loktak Power Station, Komkeirap, Manipur-795124
Repairing of wall and scooter parking shade near Hanuman Mandir, Loktak
2019_NHPC_509317_1
CD/LOK/4(167)/2019/1910
Open Tender
Civil Works
Works
90 days
NHPC Ltd., Loktak Power Station
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
Exempted
10 Jan 2020
7 Oct 2019
1 Nov 2019
7 Oct 2019
28 Oct 2019
7 Oct 2019
Amount
Demolition of stone masonry above G.L. upto floor two level i/c stacking of serviceable materials disposal of unserviceable materials within 50m lead.
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m.(b) Hard/Dense soil.
Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Steel Reinforcement for R.C.C. work i/c. bending, binding and placing in position complete. TMT bars.
Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work in 4.1.1 Foundation, footings, bases of columns etc. and mass concrete.
Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in 4.1.7.1 Columns, pillars, posts and struts (square, rectangular or polygon in plan).
Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work in 4.1.8.1 Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth.
Providing & laying in position specified grade of RCC, excluding the cost of centering, shuttering, finishing and reinforcement- All works upto plinth. 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)
RCC work in walls (any thickness) including attached pilasters, buttress, plinth and string courses, fillets, columns, pillars, piers, abutments, post and struts upto floor five level excluding the cost of centering-shuttering and reinforcement. 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
RCC work in beams, suspended floors, roofs landing, shelves & their support balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers upto floor two lever i/c finishing and plastering the exposed surface with cement mortar 1:3 (1cement: 3 Fine sand) of thickness not excluding cost of centering, shuttering and reinforcement. 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size.
2nd class (local 1st class) brick work in foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand).
Half brick masonry 2nd class (Local 1st class) in cement mortar 1.4 (1 cement: 4 coarse sand) in superstructure.
Extra for half brick work in superstructure above plinth level upto 1st floor level.
12mm cement plaster 1:4 (1 cement:4 fine sand)
Finishing walls with weather shield paint of approved quality on new work (three or more coats) to give an even shade.
Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a coat of approved steel primer red oxide zinc chrome primer conforming to IS:2074-1979) welded and bolted including special shape washer etc. complete.
Trapezoidal Pre-painted Profile sheet roofing of approved brand DYNA Roof or equivalent with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps complete, excluding the coat of purlins & trusses. (ii) Profile sheet 0.4 mm/3.2kgs/sqm.
Trapezoidal Pre-painted Profile Sheet for Ridges Gutter or Valley 610 mm wide of approved brand DYNA Roof or equivalent fixed with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps completed, excluding the coat of purlins rafter & trusses. 10.64.2 (iii) Profile sheet 0.40mm/3.2kg/sqm.
Painting (two or more coats) with aluminium paint of approved quality on new work to give an even shade.
Recovery of boulder rectrieved from site.
Add EPF 3.25%
Add CESS 1%
Add GST @ 18% GST
M/S R. K. PREMCHANDRA SINGH
M/S KH. RAJESH SINGH
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