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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.3 L+₹64,202.03 (5.06%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹12.7 L
EMD Value
₹31,710
Closing Date
1 Mar 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
KONDOTTY MUNICIPALITY
LRRP-2024-25 -Kondotty LAC -SI N0 1506--Kottukkara Kakkattaru road -Kondotty Municipality-Malappuram District- General Civil Work
2025_LSGD_740382_17
10/24-25/AE/LSGD/KDTY/A
Open Tender
Civil Works - Roads
Item Rate
180 days
KONDOTTY
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹31,710
3 May 2025
20 Feb 2025
3 Mar 2025
20 Feb 2025
1 Mar 2025
20 Feb 2025
Amount
Road Concreting
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying 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.
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry
OD441506/2024-2025:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
OD417516/2024-2025:Filling up low lying and water logged area with local material/ quarrymuck spreading in layers and levelling at top and consolidation by ramming as per specifications
OD417823/2024-2025:Pr oviding Pcc M15 plain cement concrete in open foundations without form work as per specifications.
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 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD417824/2024-2025:OD from 60.6 PVC WEEP Holes . Providing weep holes using 63 mm Pvc 4kgf/cm2 for weep holes including all cost conveyance and all labour charges.
OD417513/2024-2025:Providing cement concrete for road work CC 1:2:4 in required shape and camber with 3.00 m c/c panels with required compaction finishing and tampering etc complete as per specifications
OD438469/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC: 67 made of Type IV micro orismatic grade sheeting fixed over aluminium sheeting 2mm thick / aluminium composite materialsheeting 4 mmthick with areanot exceeding 0.9 sqm ,with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole50mm NB-2 nosconfirmingto IS1239firmly fixed to theground by means of properly designed foundation with M25 gradecement concreteminsize 40 cm x 40 cm x60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primerand as per approved drawing and clause 801 including lettering symbols etc ( Derivedfrom Mord spec 10.3.A.2
Retarring works
5.2.1a:Tack Coat<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.
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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.
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)
MOHAMMED SHAFEEQ K. (BID ID -2132657)
Bidder Name
MOHAMMED SHAFEEQ K.
ABDUL NAZEER V.P.
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1190536.pdf
boq_comp_chart.xlsx
xlsx
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