192/Ae/Lsgd/19-20 Karunagappally Municipality 2019-20- Project No . 192 Vazhayath Jn Karinilath Jn Road Retarring Dn-33
Tender Value
11.99 Lakhs
Estimated cost
Bid Submission
27 Dec 2019
0 days left
EMD
29990
Bank guarantee accepted
Document Fee
2800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
karunagappally → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
192/Ae/Lsgd/19-20 Karunagappally Municipality 2019-20- Project No . 192 Vazhayath Jn Karinilath Jn Road Retarring Dn-33
BOQ
| Work Name:KARUNAGAPPALLY MUNICIPALITY 2019-20- PROJECT NO. 192 VAZHAYATH JN KARINILATH JN ROAD RETARRING DN-33 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | ROAD RETARRING | 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 | 165.722 | sqm |
| 3 | 1.002 | 75.5.5.A.1pb : Modified Penetration Macadam 50 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. | BI01010001010000000000000515BI0100001115 | 29.6 | sqm |
| 4 | 1.003 | 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. | BI01010001010000000000000515BI0100001116 | 1455 | sqm |
| 5 | 1.004 | 75.5.9.2.2.Pd : Plastic Roads - Bitumen - S-65 <br> 20 mm thick Open- Graded Premix Carpet using Bituminous ( Penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearinf 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 Type C as Techinical Specification Clause 508 (with 7% of bitumen replaced by shreadded waste plastice) <br> Case - I By Manual Means <br> <br> (II) Bitumen (S-65) ( VG-30) | BI01010001010000000000000515BI0100001117 | 1455 | sqm |
| 6 | 1.005 | 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) | BI01010001010000000000000515BI0100001118 | 1455 | sqm |
| 7 | 2 | DRAIN CONSTRUCTION | BI01010001010000000000000515BI0100001119 | ||
| 8 | 2.001 | 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 | BI01010001010000000000000515BI0100001120 | 50.401 | cum |
| 9 | 2.002 | od221937/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>I.P.C.C grade M 10<br>(i)Nominal mix 1:3:6 (Modified11.4.1.1 formwork excluded) | BI01010001010000000000000515BI0100001121 | 6.721 | cum |
| 10 | 2.003 | 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) | BI01010001010000000000000515BI0100001122 | 24.571 | cum |
| 11 | 2.004 | od221988/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and<br>technical specifications Clause 802, 803, 1202 & 1203 IV.R.C.C grade M 20 ( Exclude Form work)<br>modified 11.4.4 | BI01010001010000000000000515BI0100001123 | 1.47 | cum |
| 12 | 2.005 | 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 | BI01010001010000000000000515BI0100001124 | 10.08 | cum |
| 13 | 2.006 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001125 | 0.706 | tonne |
| 14 | 2.007 | od254322/2019_2020 : Surface dressing of the ground in all kinds of soil including removing vegitation and<br>inequalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m | BI01010001010000000000000515BI0100001126 | 206.5 | sqm |
| 15 | 2.008 | od220782/2019_2020 : plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 gradecement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using needle vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, admixtures as approved & curing of concrete slabs for 14 days,using water finishing to lines and grade as per drawing and Technical Specifications clause 1501(without shuttering) modified 6.4 | BI01010001010000000000000515BI0100001127 | 30.975 | cum |
AI Tender Summary
Tender Timeline
Dec 17, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 27, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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