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| Sl No | Description | Qty | Unit | BIJU V P L2 | SAMU P V L1 |
|---|---|---|---|---|---|
| 1.00Road renovation | |||||
| 1.00 | OD451014/2024-2025:Preparation of Sub base with scarified material-Scarifying Existing Bituminous Surface to a
Depth of 150mm by Mechanical Means and spreading the scarified material to required level
and camber and mixed with water at OMC and then compacted by rolling so as to achieve
minimum dry density as given in table 300.1 and 300.2 for sub base construction, as per
Technical Specificatio Clause 301.4.1 And 303.5.2 | 1,741.6 | 1 sqm | 11.72 ₹20,411.55 | 11.13 ₹19,384.01 Lowest |
| 1.00 | 4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.<br> (iii) For Grading III Material | 40.8 | cum | 2,900 ₹1,18,320 | 2,838.59 ₹1,15,814.47 Lowest |
| 1.00 | OD452829/2024-2025:Providing and laying 100 mm thick factorymade cement concrete interlocking paver block ofM-40 grade made by block making machine with strong vibratory compation of approved size ,design and shape laid in required colour and pattern over and including 75 mm thick compactedbed of approved cusion material compacting and proper empadding /laying of interlockingpaver block into the sand bedding layer through vibratory compacting using plate vibrator andcutting of paver blocks as per required sie and pattern finishing and sweeping extra sand inheavy traffic, parking etc as per manufacture specification and the irection of Engineer in charge | 1,741.6 | sqm | 1,300 ₹22,64,080 | 1,256.17 ₹21,87,745.67 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 10.61 | cum | 7,977.65 ₹84,602.98 | 7,578.77 ₹80,372.86 Lowest |
| 1.00 | OD451548/2024-2025:Direction and Place Identification retro-reflectorised signwith 7years warranty manufactured upto 0.9 sqm size board &lt;br&gt; A. Retroreflectorised as per IRC:67 made of type 4mm thick with area not exceeding 0.9 sqm with suitable back supporting frames of MS angle 40x40x6 and supported on GI pole 50mm NB-2nos confirming to IS 1239mfirmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 40cmx40cmx60cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawings and clause 801 including symbols etc.(Derived from MoRD spech10.3.A.2) | 1 | sqm | 11,997.46 ₹11,997.46 | 11,397.59 ₹11,397.59 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
31 Mar 2025, 6:00 pmClosed
ANUPRIYA R - AEE
Office of the Assistant Executive Engineer, LID EW Section, ALUVA MUNICIPALITY
LRRP-2024-25 ALUVA LAC,SL NO 3115 U.C.COLLEGE SEMINARYPPADY ROAD (WARD-1) REJUVENATION WORK USING INTERLOCKING TILES,ALUVA MUNICIPALITY
2025_LSGD_754989_1
06/2024/AE/LIDEWALUVAMC
Open Tender
Civil Works - Roads
Item Rate
ALUVA MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
Yes
₹50,000
Yes
6 Aug 2025
26 Mar 2025
2 Apr 2025
26 Mar 2025
31 Mar 2025
26 Mar 2025
Amount
Road renovation
OD451014/2024-2025:Preparation of Sub base with scarified material-Scarifying Existing Bituminous Surface to a Depth of 150mm by Mechanical Means and spreading the scarified material to required level and camber and mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300.1 and 300.2 for sub base construction, as per Technical Specificatio Clause 301.4.1 And 303.5.2
4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.<br> (iii) For Grading III Material
OD452829/2024-2025:Providing and laying 100 mm thick factorymade cement concrete interlocking paver block ofM-40 grade made by block making machine with strong vibratory compation of approved size ,design and shape laid in required colour and pattern over and including 75 mm thick compactedbed of approved cusion material compacting and proper empadding /laying of interlockingpaver block into the sand bedding layer through vibratory compacting using plate vibrator andcutting of paver blocks as per required sie and pattern finishing and sweeping extra sand inheavy traffic, parking etc as per manufacture specification and the irection of Engineer in charge
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD451548/2024-2025:Direction and Place Identification retro-reflectorised signwith 7years warranty manufactured upto 0.9 sqm size board &lt;br&gt; A. Retroreflectorised as per IRC:67 made of type 4mm thick with area not exceeding 0.9 sqm with suitable back supporting frames of MS angle 40x40x6 and supported on GI pole 50mm NB-2nos confirming to IS 1239mfirmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 40cmx40cmx60cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawings and clause 801 including symbols etc.(Derived from MoRD spech10.3.A.2)
BIJU V P (BID ID -2183132)
Bidder Name
BIJU V P
SAMU P V
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