Construction Of Gic Pawki Devi
Tender Value
33.12 Lakhs
Estimated cost
Bid Submission
12 Mar 2020
0 days left
EMD
67000
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
NARENDRANAGAR → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Gic Pawki Devi
BOQ
| Name of Work:- CONSTRUCTION OF GIC PAVKI DEVI | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches or drains (not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms, lift upto 1.5 out the excavated soil and disposal of surplus excavated soil as dir of 50 m. All kinds of soil. | 2.8.1 | 134.9 | cum |
| 2 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) | 4.1.8 | 30.38 | cum |
| 3 | 3 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 5.1.2 | 34.86 | cum |
| 4 | 4 | Random rubble masonry with hard stone in foundation and plinth i levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) | 7.1.1 | 2.03 | cum |
| 5 | 5 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) | 6.1.2 | 6.5 | cum |
| 6 | 6 | 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 5.2.2 | 50.21 | cum |
| 7 | 7 | Providing and fixing pressed steel door framesconforming to IS: 4351,manufactured from commercial mild steel heet of 1.60 mm thickness,including hinges, jamb, lock jamb, bead and if required angle threshold ofmild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed\nmild steel welded or rigidly fixed together by mechanical means, including\nM.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate\nand shock absorbers as specified and applying a coat of approved steel\nprimer after pre-treatment of the surface as directed | 10.14.1.1 | 43.2 | rm |
| 8 | 8 | Providing and fixing M.S. Tubular frames for doors, ows, ventilatorsand cupboard with rectangular/ L-ypesections, made of 1.60 mm thickM.S. Sheet, joints mitred, welded and grinded finish, with profiles ofrequired size, including fixing of necessary butt hinges and screws and\napplying a priming coat of approved steel primer.\n10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement\nconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse\nsand : 6 graded stone aggregate 20 mm nominal size) | 10.15.1 | 720 | kg |
| 9 | 9 | Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer all complete. | 10.2 | 362.16 | kg |
| 10 | 10 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shape and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) | 6.4.2 | 36.97 | cum |
| 11 | 11 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold Twisted Bars | 5.22.6 | 11175.4 | kg |
| 12 | 12 | Filling available excavated earth (excluding rock) in trenches, plin sides of foundations etc. in layers not exceeding 20cm in de consolidating each deposited layer by ramming and watering, up to 50 m and lift upto 1.5 m. | 2.25 | 88.66 | cum |
| 13 | 13 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 5.9.1 | 55.35 | sq.m |
| 14 | 14 | Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. | 5.9.3 | 206.71 | sq.m |
| 15 | 15 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 5.9.5 | 211.91 | sq.m |
| 16 | 16 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. | 5.9.6 | 99.79 | sq.m |
AI Tender Summary
Tender Timeline
Feb 26, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 12, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 12, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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