Construction Of Waiting Shed At Punnekkadu And Neriyamangalam In Kothamangalam Constituency
Tender Value
Ref. Documents
Estimated cost
Bid Submission
14 Jul 2021
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KOTHAMANGALAM → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Waiting Shed At Punnekkadu And Neriyamangalam In Kothamangalam Constituency
BOQ
| Name of Work: TENDER FOR CONSTRUCTION OF WAITING SHED AT PUNNEKKADU AND NERIYAMANGALAM IN KOTHAMANGALAM CONSTITUENCY | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Waiting shed of size 20.00m x 4.80m | 1 | ||
| 2 | 1.01 | 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | 1.01 | 78.505 | cum |
| 3 | 1.02 | 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:\n1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 1.02 | 25.767 | cum |
| 4 | 1.03 | 50.6.1.4 Solid block masonry using pre cast solid blocks ( factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1.03 | 8.01 | cum |
| 5 | 1.04 | 50.2.25.1 Filling with contractor's own earth ( excludingIrock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 1.04 | 16 | cum |
| 6 | 1.05 | 5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 1.05 | 49.229 | cum |
| 7 | 1.06 | 5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for all heights: Columns, Pillars, Piers, Abutments, Posts and Struts | 1.06 | 61.52 | sqm |
| 8 | 1.07 | 5.22A.1 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars. | 1.07 | 1944.47 | kg |
| 9 | 1.08 | 11.41.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.\nSize of Tile 600 x 600 mm. | 1.08 | 64.6 | sqm |
| 10 | 1.09 | 12.1.3 Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.\n0.63 mm thick with zinc coating not less than 275 gm/m2 | 1.09 | 132 | sqm |
| 11 | 1.1 | 25.2 Designing, fabricating, testing, protection, installing and fixing in position Aluminium composite panel (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc directed by the Engineerin- Charge.(ACP Works) | 1.1 | 248.34 | sqm |
| 12 | 1.11 | 50.18.9.19.2 Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall | 1.11 | 30 | m |
| 13 | 1.12 | 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.)including cutting,hosting,fixing position and applying a priming coat of approved steel primer ,including welding and bolted with special shaped washers etc.complete | 1.12 | 2175.08 | kg |
| 14 | 1.13 | MR Supplying and fixing ms plate 25cmx35cm 12nos, ms plate 25x25cm 24nos foundation bolts, GL bolts, Washers etc | 1.13 | 1 | LS |
| 15 | 1.14 | MR board writing and designing | 1.14 | 1 | LS |
| 16 | 1.15 | MR seating arrangement using stainless pipe including reiforcement | 1.15 | 1 | LS |
| 17 | 2 | Construction of Waiting shed of size 15.00m x 4.80m | 2 | ||
| 18 | 2.01 | 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | 2.01 | 19.061 | cum |
| 19 | 2.02 | 50.6.1.1 Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.02 | 10.658 | cum |
| 20 | 2.03 | 50.2.25.1 Filling with contractor's own earth ( excludingIrock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 2.03 | 24.641 | cum |
| 21 | 2.04 | 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:\n1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 2.04 | 44.168 | cum |
| 22 | 2.05 | 5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 2.05 | 11.172 | cum |
| 23 | 2.06 | 11.41.1 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.\nSize of Tile 500 x 500 mm. | 2.06 | 94.401 | sqm |
| 24 | 2.07 | 12.1.3 Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.\n0.63 mm thick with zinc coating not less than 275 gm/m2 | 2.07 | 85.8 | sqm |
| 25 | 2.08 | 50.18.9.19.2 Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall | 2.08 | 50 | m |
| 26 | 2.09 | 25.2 Designing, fabricating, testing, protection, installing and fixing in position Aluminium composite panel (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc directed by the Engineerin- Charge.(ACP Works) | 2.09 | 127.77 | sqm |
| 27 | 2.1 | 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.)including cutting,hosting,fixing position and applying a priming coat of approved steel primer ,including welding and bolted with special shaped washers etc.complete | 2.1 | 1922 | kg |
| 28 | 2.11 | MR Supplying and fixing of 12mm thick MS plate over the pillar foundation and below the 150mm steel pillar using 12mm dia SS bolt and nuts including rib reinforcement | 2.11 | 1 | LS |
| 29 | 2.12 | Supply and fixing GI nut,bolt ,washers (65mmx1.5\" bolt )GI washers ,MS flat ,welding rod ,Cutting Wheel | 2.12 | 1 | LS |
AI Tender Summary
Tender Timeline
Jul 06, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 15, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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