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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC KAVANAL CONSTRUCTIONS PANAUKUDISH ERNAKULAM DISTRICT KERALA | ERNAKULAM | KERALA | 680667 | ₹11.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.3 L+₹37,891.13 (3.19%)Rejected-Finance | ₹12.3 L+₹37,891.13 (3.19%) | L2 | Rejected-Finance L1 |
| 3 | L3₹12.7 L+₹81,893.46 (6.88%)Rejected-Finance | ₹12.7 L+₹81,893.46 (6.88%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance CHELAMATTOM VALLAM KARAYIL HOUSE | KANNUR | KERALA | 670511 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-PRELIMINARY AGREEMENT NOT SUBMITTED |
Tender Value
₹13.4 L
EMD Value
₹20,088
Closing Date
13 Dec 2021, 3:00 pmClosed
AE 1
MUNICIPAL OFFICE,STATUE JUNCTION
LAYING INTERLOCKING TILES AT PANDATHI ROAD
2021_LSGD_457217_1
PW1/13796/21(SO125/22)
Open Tender
Civil Works - Roads
Item Rate
120 days
TRIPUNITHURA MUNICIPALITY
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,678
Yes
₹20,088
Yes
11 Mar 2022
3 Dec 2021
16 Dec 2021
3 Dec 2021
13 Dec 2021
3 Dec 2021
Amount
Interlock tile
2.14.2.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 (II) By Mechanical Means (A) Bituminous Courses
od1193585/2021_2022 : Construction of granular sub-base by providing local material spreading in uniform<br>layers on prepared surface and compacting by ramming to achieve the desired density complete.(ii)Using<br>Gravel mix soil./ Quarry muck
od1193586/2021_2022 : 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
75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) a)Materials
Retarring
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.,including supplying and stacking of materials.
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.,including supplying and stacking of materials.
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.
75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65),including supplying and stacking of materials.
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),including supplying and stacking of materials.
BHADRAN.V.V.
ALI P B
AFAF CONSTRUCTION
Bidder Name
Aby.K.Mathew
BHADRAN.V.V.
AFAF CONSTRUCTION
ALI P B
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finance_654206.pdf
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