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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
Tender Value
₹30.4 L
EMD Value
₹50,000
Closing Date
21 Apr 2020, 5:00 pmClosed
The Executive Engineer,LSGD Division Kannur
OFFICE OF THE EXECUTIVE ENGINEER,LSGD DIVISION,KAN
MLA ADS 2019-20 Sri. K.C. Joseph MLA- Construction of Bridge at Chuzhali Koyakkat in Chengalayi G.P.
2020_LSGD_353265_15
DB/TN/15(1.a)/19-20
Open Tender
Civil Works - Roads
Item Rate
270 days
kannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,825
Yes
online
₹50,000
Yes
8 Jul 2020
13 Apr 2020
24 Apr 2020
13 Apr 2020
21 Apr 2020
13 Apr 2020
Amount
BRIDGE CONSTRUCTION
11.1.3 : 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>III. Hard rock (requiring blasting) <br>Upto 3 m depth including 1.5 m depth in hard rock
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
od458635/2019_2020 : DOWEL BARS-Supplying and providing MS dowel bars of size 16mm dia of 2m long (1m in rock and 1m in concrete ) including drillingholes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout(0.10kg/each) etc complete
od458696/2019_2020 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
od453230/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6(for berm concrete bed modified 11.4.1.1 by removing form work)
11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
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
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
od503401/2019_2020 : Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 using departmental stone
11.5.2A : Cement Motar 1:4 (1 Cement : 4 Sand )
APPROACH ROAD
3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
od453230/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6(for berm concrete bed modified 11.4.1.1 by removing form work)
11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
9.3.B : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B)1000 mm dia
od503403/2019_2020 : 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(Modified from 60.7.1)
11.4.1.2 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(ii) Nominal mix 1:3.6 (Hand mixing)
3.4 : Construction of Embankment with Material Obtained from Borrow Pits <br> 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
NAME BOARD
od503438/2019_2020 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.44.1 : Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
16.86.1 : Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.Area less than 0.50 sqm.
16.21 : Engraving letters in hard stone
BINU ATTUPURATH
N C SEBASTIAN
P M UNNIKRISHNAN
KP RADHAKRISHNAN
Bidder Name
KP RADHAKRISHNAN
BINU ATTUPURATH
N C SEBASTIAN
P M UNNIKRISHNAN
Pattuvam Constructions LLP
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