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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.4 LAccepted-AOC 20 1 2024 | L1 | Accepted-AOC Accepted Vide Resolution 33/33/23 dtd.26-09-2023 of Kalpetta Municipality | |
| 2 | L2₹72.5 L+₹9.2 L (14.5%)Rejected-Finance | L2 | Rejected-Finance Higher rate and hence not admitted | |
| 3 | L3₹73.1 L+₹9.8 L (15.4%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹73.9 L+₹10.5 L (16.6%)Rejected-Finance | L4 | Rejected-Finance Higher rate and hence not admitted | |
| 5 | L5₹75.2 L+₹11.8 L (18.6%)Rejected-Finance | L5 | Rejected-Finance Higher rate and hence not admitted |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
20 Sept 2023, 5:00 pmClosed
ASSISTANT ENGINEER LID and EW KALPETTA MUNICIPALI
ASSISTANT ENGINEER LID and EW KALPETTA MUNICIPALI
ANNUAL PLAN 2023-24 KALPETTA MUNICIPALITY-CONSTRUCTION OF BRIDGE NEAR FATHIMA HOSPITAL
2023_LSGD_600294_1
E1/KMC/2023-24/01
Open Tender
Civil Works - Bridges
Item Rate
365 days
KALPETTA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹50,000
Yes
1 Dec 2023
6 Sept 2023
25 Sept 2023
6 Sept 2023
20 Sept 2023
6 Sept 2023
Amount
Construction of bridge
2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete
2.5.2.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete
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
2.7.B: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>(B) Rubble Stone Masonry in Cement Mortar
2.3.A.2:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps <br> Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. <br> A.Lead upto 100 m <br> (ii) Girth above 600 mm to 900 mm
11.1.1.1:Excavation for Structures <br> Earthwork 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD133538/2023-2024:Pumping or Bailing out water and removing slush etc by using Pump set including cost of labour, oil, hire charges of pump set etc complete
OD143727/2023-2024:Putting up RING BUND with earth filled gunny bags of top width 1.00 m bottom width 2.00 m height 2.00 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc complete.
OD149529/2023-2024:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1.25m in rock and 0.75m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete (Data modified item No. 60.5.3, DAR specification)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4
12.5.3: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> III. R.C.C grade M 20
13.1.3:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br>R.C.C Grade M 30
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
10.4.A.3:Direction and Place Identification signs with size more than 0.9 sqm size board<br> A. Retro-reflectorised Traffic Signs <br>3 Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on RCC Posts 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
10.5:Painting Two Coats on New Concrete Surfaces <br> Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD139381/2023-2024:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site.
OD139380/2023-2024:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with DEPARTMENTAL rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site
4.2.1:Gravel/Soil-Aggregate Base (Table 400.2) <br> Grading A <br> Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402
OD142285/2023-2024:Providing and fixing tar paper bearing rubber pad 700x20 (TYP) over piers/abutments, etc. complete as per drawing and technical specifications
OD156465/2023-2024:Providing Weep Holes to Cement Concrete Retaining Wall using 63mm 4kgf/cm2 PVC Pipes, as per the direction of Engineer-in-Charge.
OD149518/2023-2024: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (Data modified DAR 2.25)
MOHAMMED NAVAZ B
NOUSHAD Builders
Hashim.P.K
OVERSEAS CONSTRUCTION AND LABOUR CONTRACT SAHAKARANA SANGHAM
SUNIL M M
CAP INDIA CONSTRUCTIONS LLP
T.ASOKAN
KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD
Bidder Name
T.ASOKAN
KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD
Hashim.P.K
ABDUL GAFOOR
NOUSHAD Builders
OVERSEAS CONSTRUCTION AND LABOUR CONTRACT SAHAKARANA SANGHAM
CAP INDIA CONSTRUCTIONS LLP
MOHAMMED NAVAZ B
SUNIL M M
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