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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.4 L+₹5,174.49 (0.39%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹13.4 L
EMD Value
₹33,460
Closing Date
12 Aug 2020, 5:00 pmClosed
Assistant Engineer
LSGD Section, Kunnathunad GP, Kumarapuram P. O.
CMLRRP PHASE II ASUPATHRIPPADY - KORAKKANJI COLONY- KURINJIKKAVALA - CHITTANADU ANGANWADI ROAD IN WARD NO. I OF KUNNATHUNAD GP
2020_LSGD_374738_1
902/CMLRRP/LSGD/KND/2020-21
Open Tender
Civil Works - Roads
Item Rate
180 days
Kunnathunad
Please refer tender document
7 documents required · 7 mandatory
₹2,950
Yes
online
₹33,460
Yes
26 Sept 2020
4 Aug 2020
17 Aug 2020
4 Aug 2020
12 Aug 2020
4 Aug 2020
4 Aug 2020 - 12 Aug 2020
Amount
Road tiling work
od660621/2020_2021 : Providing and laying 80mm thick Interlocking concrete block of M-30 grade made by block making<br>machine with strong vibratory compaction of approved size, design & shape laid in required colour and<br>pattern over 50mm thick compacted bed of approved cushion material, compacting and proper<br>embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction<br>by using plate vibrator, and cutting of paver blocks as per drawing & technical specification clause 1504
3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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
od660622/2020_2021 : Providing concrete for plain / reinforced concrete, using 40mm graded broken stones<br>(Formwork excluded, cement content changed to 170 kg/m3) PCC grade M10 (i) Nominal mix 1:3:6
od660624/2020_2021 : Providing concrete for plain / reinforced concrete using 20mm graded broken stone<br>(formwork excluded, cement content changed to 320kg/m3, 40mm aggregate excluded, 20mm - 0.54m3,<br>10mm- 0.36m3) PCC Grade M20, Nominal mix 1:2:4
Road tarring work
75.5.5.A.1pb : Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
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.
75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <br> Providing, 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) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)
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 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
od798422/2020_2021 : Name board with size more than 0.90sqm board
JOBY JOHNY
Bidder Name
JOBY JOHNY
RAYAN CONSTRUCTION
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