Smp - Nilakkal - Construction 50 Lakhs Liters Capacity Water Tank
Tender Value
6.45 Crore
Estimated cost
Bid Submission
26 Sep 2019
0 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nilakkal → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Smp - Nilakkal - Construction 50 Lakhs Liters Capacity Water Tank
BOQ
| Name of work: SMP- Nilakkal - Construction of 50 Lakhs Litres Capacity Water Tank | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth Work Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.3793 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.3793 m, disposed earth to be levelled and neatly dressed. 50 m and lift up to 1.3793 m, disposed earth to be levelled and neatly dressed. All kinds of soil | BI01010001010000000000000515BI0100001113 | 2499 | Cu.m |
| 2 | 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. | BI01010001010000000000000515BI0100001114 | 1071 | Cu.m |
| 3 | 3 | Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.3793 m, but not exceeding 3 m (Rate is over corresponding basic item for depth up to 1.3793 metre). | BI01010001010000000000000515BI0100001115 | 1026 | Cu.m |
| 4 | 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.3793 m. | BI01010001010000000000000515BI0100001116 | 1777 | Cu.m |
| 5 | 5 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).\nDepth not exceeding 1.5 m | BI01010001010000000000000515BI0100001117 | 309 | Sq.m |
| 6 | 6 | Concrete work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone\naggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001118 | 333 | Cu.m |
| 7 | 7 | Reinforced Cement Concrete work Centering and Shuttering Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | BI01010001010000000000000515BI0100001119 | 89 | Sq.m |
| 8 | 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001120 | 4910 | Sq.m |
| 9 | 9 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001121 | 2010 | Sq.m |
| 10 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001122 | 292 | Sq.m |
| 11 | 11 | 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 :1:1.3793:3 (1 cement : 1.3793 coarse sand (zone-III): 3 graded stone\n aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001123 | 1828 | Cu.m |
| 12 | 12 | 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. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.3793:3 (1 cement : 1.3793 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size) ( above ground level) | BI01010001010000000000000515BI0100001124 | 30 | Cu.m |
| 13 | 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings,\nbalconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.3793:3 (1 cement : 1.3793 coarse sand-Zone-III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001125 | 630 | Cu.m |
| 14 | 14 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | BI01010001010000000000000515BI0100001126 | 18640 | per 50 kg cement |
| 15 | 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars | BI01010001010000000000000515BI0100001127 | 348320 | Kg |
| 16 | 16 | Finishing 12 mm cement plaster finished with a floating coat of neat cement of mix: 1:3 (1 cement : 3 fine sand) including cost m conveyance , labour charges etc complete for tank and drain | BI01010001010000000000000515BI0100001128 | 9306 | Sq.m |
| 17 | 17 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | BI01010001010000000000000515BI0100001129 | 1229 | per bag of 50 kg cement used in mix |
| 18 | 18 | Drainage Supplying and fixing C.I. cover frame for manholes: 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg including cost, conveyance, labour charges etc complete | BI01010001010000000000000515BI0100001130 | 20 | Nos |
| 19 | 19 | Supplying and providing ms rugs using 16 mm ms rod of avarage length of 1 m embedded in concrete for avarage length of 30 cm including painting primer and anti corrosive paint including cost conveyance and laboure charges for fixing all fittings etc complete | BI01010001010000000000000515BI0100001131 | 70 | Kg |
| 20 | 20 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets:With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 etc complete | BI01010001010000000000000515BI0100001132 | 20 | Nos |
| 21 | 21 | Miscellanious Preparing and applying epoxy wall coating Fosroc’s Nitoflor EPW 100 as primer on prepared putty surface, surface leveling and topping with epoxy wall coating system Fosroc’s Nitoflor EP W 100 as per the manufacture’s specifications and directions of engineer in charge including all material, labour, leading etc. complete | BI01010001010000000000000515BI0100001133 | 2819 | Sq.m |
| 22 | 22 | Plumbing Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having\nthermal stability for hot & cold water supply including all CPVC plain & brass\nthreaded fittings This includes jointing of pipes & fittings with one step CPVC\nsolvent cement, trenching, refilling & testing of joints complete as per direction\nof Engineer in Charge. 150 mm nominal inner dia Pipes | BI01010001010000000000000515BI0100001134 | 400 | M |
| 23 | 23 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having\nthermal stability for hot & cold water supply including all CPVC plain & brass\nthreaded fittings This includes jointing of pipes & fittings with one step CPVC\nsolvent cement, trenching, refilling & testing of joints complete as per direction\nof Engineer in Charge. 100 mm nominal inner dia Pipes | BI01010001010000000000000515BI0100001135 | 200 | M |
| 24 | 24 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts,\nrubber insertions etc. (the tail pieces if required will be paid separately) : 150 mm diameter CLASS1 | BI01010001010000000000000515BI0100001136 | 8 | Nos |
| 25 | 25 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts,\nrubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter CLASS2 | BI01010001010000000000000515BI0100001137 | 8 | Nos |
| 26 | 26 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm nominal inner dia Pipes | BI01010001010000000000000515BI0100001138 | 350 | M |
AI Tender Summary
Tender Timeline
Sep 07, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 26, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 30, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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