Cmlrpp 2020-21 - Vadayathrapady Illathu Road Ward 9 At Kaviyoor Grama Panchayath
Tender Value
10.26 Lakhs
Estimated cost
Bid Submission
08 Jul 2020
0 days left
EMD
25670
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KAVIYOOR → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cmlrpp 2020-21 - Vadayathrapady Illathu Road Ward 9 At Kaviyoor Grama Panchayath
BOQ
| Work Name:CMLRPP 2020-21 - VADAYATHRAPADY ILLATHU ROAD WARD 9 AT KAVIYOOR GRAMA PANCHAYATH. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | RE TARRING | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | BI01010001010000000000000515BI0100001114 | 91.16 | sqm |
| 3 | 1.002 | 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001115 | 770 | sqm |
| 4 | 1.003 | 75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br>\n20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\t<br>\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic)\t<br>\nCase - I By Manual Means\t<br>\n(II)\tBitumen (S-65) (VG - 30) | BI01010001010000000000000515BI0100001116 | 770 | sqm |
| 5 | 1.004 | 75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001117 | 770 | sqm |
| 6 | 2 | ROAD INTER LOCKING | BI01010001010000000000000515BI0100001118 | ||
| 7 | 2.001 | 2.14.2.A : Dismantling of Flexible PavementsDismantling 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 (II) By Mechanical Means(A) Bituminous Courses | BI01010001010000000000000515BI0100001119 | 30 | cum |
| 8 | 2.002 | 6.7.1 : Interlocking Concrete Block Pavement\t\t<br>\t\nProviding and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | BI01010001010000000000000515BI0100001120 | 600 | sqm |
| 9 | 2.003 | od718336/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 for D R top.<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001121 | 4.297 | cum |
| 10 | 3 | RE CONCRETING | BI01010001010000000000000515BI0100001122 | ||
| 11 | 3.001 | od718453/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001123 | 2.543 | cum |
| 12 | 3.002 | od718454/2020_2021 : Providing concrete for plain/reinforced concrete M 20 1:2:4 using 20mm broken stone in sub structure complete as per drawings and technical specifications Clause 802, 804, 805,806,807,1202 without form work.<br>P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001124 | 15.825 | cum |
| 13 | 4 | CONSTRUCTION OF DRAIN | BI01010001010000000000000515BI0100001125 | ||
| 14 | 4.001 | 2.5.2.A : Dismantling of Structures<br>\nDismantling 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.<br>(II)\tBy Mechanical Means\t\t<br>\n\t(A)\tCement Concrete | BI01010001010000000000000515BI0100001126 | 1.5 | cum |
| 15 | 4.002 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001127 | 9 | cum |
| 16 | 4.003 | 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 | BI01010001010000000000000515BI0100001128 | 2 | cum |
| 17 | 4.004 | 12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001129 | 2.4 | cum |
| 18 | 4.005 | 13.1.2 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | BI01010001010000000000000515BI0100001130 | 1.152 | cum |
| 19 | 4.006 | 13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | BI01010001010000000000000515BI0100001131 | 0.127 | tonne |
| 20 | 4.007 | 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) | BI01010001010000000000000515BI0100001132 | 0.3 | cum |
| 21 | 5 | HAND RAIL | BI01010001010000000000000515BI0100001133 | ||
| 22 | 5.001 | 10.26.1 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube | BI01010001010000000000000515BI0100001134 | 552.432 | kg |
| 23 | 5.002 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001135 | 1.024 | cum |
| 24 | 5.003 | 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:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001136 | 0.896 | cum |
| 25 | 6 | NAME BOARD | BI01010001010000000000000515BI0100001137 | ||
| 26 | 6.001 | 10.4.A.1 : Direction and Place Identification signs with size more than 0.9 sqm size board\t<br>\t\t\nA.\tRetro-reflectorised Traffic Signs\t\t<br>\n1\tProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001138 | 1.8 | sqm |
AI Tender Summary
Tender Timeline
Jun 29, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 14, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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