191/19-20 Rainwater Pit At Rail View Road , Sastha Road Byelane , Deepening Of Existing Drain At Azad Road , Tile Laying Of Anganavadi Road , Rail Veiw Road Byelane , Azad Road Byelane In Ward 21 Of Aluva Muncipality .
Tender Value
8.99 Lakhs
Estimated cost
Bid Submission
16 Dec 2019
0 days left
EMD
22500
Bank guarantee accepted
Document Fee
2150
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aluva → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
191/19-20 Rainwater Pit At Rail View Road , Sastha Road Byelane , Deepening Of Existing Drain At Azad Road , Tile Laying Of Anganavadi Road , Rail Veiw Road Byelane , Azad Road Byelane In Ward 21 Of Aluva Muncipality .
BOQ
| Work Name:Pr.No.191/19-20 Rain pit at Rail view road,sastha road bylane,Deepening of existing drain at Azad road,Tile laying of Anganavadi road,Rail view road byelane,Azad road byelane in ward 21 of Aluva Muncipality. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Rain water (collection pit)Sastha lane | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001114 | 6.75 | cum |
| 3 | 1.002 | od8924/2019_2020 : Providing concrete for plain/reinforced concrete ,using 40 mm graded broken stones (<br>Form work excluded, Cement content changed to 170 kg/m 3)I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001115 | 0.288 | cum |
| 4 | 1.003 | od8925/2019_2020 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above etc complete<br> | BI01010001010000000000000515BI0100001116 | 2.88 | cum |
| 5 | 1.004 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001117 | 0.675 | cum |
| 6 | 1.005 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001118 | 0.088 | tonne |
| 7 | 1.006 | od8923/2019_2020 : Man coolies engaged for shifting and placing coverslab. | BI01010001010000000000000515BI0100001119 | 2 | each |
| 8 | 2 | Tiles laying Star lane | BI01010001010000000000000515BI0100001120 | ||
| 9 | 2.001 | 4.2.3 : iii) Gravel/Soil-Aggregate Base (Table 400.2) <br> Grading C <br>\t\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | BI01010001010000000000000515BI0100001121 | 41.742 | cum |
| 10 | 2.002 | od192546/2019_2020 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001122 | 46.8 | cum |
| 11 | 2.003 | 2.14.1.A : Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202(I)By Manual Means (A)Bituminous Courses | BI01010001010000000000000515BI0100001123 | 16.066 | cum |
| 12 | 2.004 | od8921/2019_2020 : Inter locking concrete block pavement. Providing and laying 80 mm thick of factory made cement concrete inter locking paver block of M 30 grade made by block making machine with strong vibratory compaction of approved size . design and shape laid in required and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding flaying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in light traffic parking etc complete as per manufactures Specifications & direction of Engineer in charge | BI01010001010000000000000515BI0100001124 | 383.05 | sqm |
| 13 | 2.005 | od8922/2019_2020 : Providing concrete for plain/reinforced concrete using 20 mm graded broken stones (form work) excluded, cement content changed to 320/kg/m3. 40 mm aggregate excluded, 20 mm - 0.2 mm - 0.54 m3 and 10 mm -0.36 m3 )P.C.C. grade M 20(i)Nominal(1:2:4) | BI01010001010000000000000515BI0100001125 | 6.365 | cum |
| 14 | 3 | DRAIN construction | BI01010001010000000000000515BI0100001126 | ||
| 15 | 3.001 | 2.5.1.B : Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(I) By Manual Means (B)Cement Concrete | BI01010001010000000000000515BI0100001127 | 11.6 | cum |
| 16 | 3.002 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001128 | 9.6 | cum |
| 17 | 3.003 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001129 | 9.601 | cum |
| 18 | 3.004 | 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001130 | 12 | cum |
| 19 | 3.005 | 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001131 | 3.6 | cum |
| 20 | 3.006 | od8923/2019_2020 : Man coolies engaged for shifting and placing coverslab. | BI01010001010000000000000515BI0100001132 | 2 | each |
AI Tender Summary
Tender Timeline
Dec 07, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 16, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 18, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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