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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr Quoted ₹91.7 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹92.2 L+₹53,571.59 (0.58%)Rejected-Finance PINARAYI P O THALASSERY KANNUR PIN 670741 | THALASSERY | KANNUR | KERALA | 670741 | ₹92.2 L+₹53,571.59 (0.58%) | L2 | Rejected-Finance Second Lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
25 Oct 2024, 6:00 pmClosed
Superintending Engineer
O/o Office of the Superintending Engineer Harbour Engineering NORTH CIRCLE Kozhikode
GENERAL Upgradation of coastal roads Improvements to Keezhathur LP school Manakkadavu road In Ward No 15 of Vengad Grama panchayath in Dharmadam LAC General Civil Work
2024_HED_697641_1
HED/CEHED/TR/636/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
540 days
Dharmadam LAC
Please refer Tender documents.
11 documents required · 11 mandatory
₹5,515
Yes
₹50,000
Yes
27 Jan 2025
18 Oct 2024
28 Oct 2024
18 Oct 2024
25 Oct 2024
18 Oct 2024
Amount
Road work
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
2.3.A.1:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps 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. A. Lead upto 100 m (i) Girth above 300 mm to 600 mm
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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
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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.2.1: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> II. P.C.C. grade M 20 <br>(i) 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
13.1.1.1: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
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Appurtenance work
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD1854/2023-2024:60.64.1. Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
OD1855/2023-2024:Coconut Pile - Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end Details for one post of 6m long 15 numbers per day 6x15=90 m Details for 90 m length
60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m
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
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
PINARAYI INDUSTRIAL CO OPERATIVE SOCIETY LTD
M T MOHAMMED KUNHI
NASEER PM
MANOHARAN PV
BABU N
Bidder Name
BABU N
MANOHARAN PV
M T MOHAMMED KUNHI
NASEER PM
PINARAYI INDUSTRIAL CO OPERATIVE SOCIETY LTD
ABDULLA SUNAIFE C A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1088337.pdf
boq_comp_chart.xlsx
xlsx
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