Improvements To Chengal West Pallikandam Muttukandi Road In Ezhome Gp Concrete Work , Quarry Muck Filling , Wmm , Bt Work

Tender Notice

28280986
Improvements To Chengal West Pallikandam Muttukandi Road In Ezhome Gp Concrete Work , Quarry Muck Filling , Wmm , Bt Work
Indian
Kerala
23-06-2021
02-07-2021
06-07-2021

Tender Details

Improvements To Chengal West Pallikandam Muttukandi Road In Ezhome Gp Concrete Work , Quarry Muck Filling , Wmm , Bt Work

Key Value

Document Fees
INR 2760 /-
EMD
INR 50000.00 /-
Tender Value
INR 55.98 Lakhs /-

BOQ Items

Work Name : UCR 2019 - 20 - Improvements to Chengal West Pallikandam - Muttukandi Road (Phase 1) in Ezhome Gramapanchayath in Kannnur District.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Road work BI01010001010000000000000515BI0100001113
2 1.01 11.1.1.1 : Excavation for StructuresEarthwork 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.I.Ordinary soil(i)Upto 3 m depth BI01010001010000000000000515BI0100001114 415 cum
3 1.02 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 BI01010001010000000000000515BI0100001115 20 each
4 1.03 11.4.1.1 : 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(i)Nominal mix 1:3:6 BI01010001010000000000000515BI0100001116 8.5 cum
5 1.04 12.5.4 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mIV.R.C.C. grade M 25 BI01010001010000000000000515BI0100001117 67 cum
6 1.05 13.2 : Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 BI01010001010000000000000515BI0100001118 3.7 tonne
7 1.06 od695/2021_2022 : Laterite boulder without concrete levelling course masonry for foundation and wall 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 BI01010001010000000000000515BI0100001119 227 cum
8 1.07 od703/2021_2022 : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br><br>Providing 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.<br>(C)600 mm dia (Data created from 9.3.C in Mord) BI01010001010000000000000515BI0100001120 25 metre
9 1.08 3.15.1 : Compacting Original Ground\t\t<br>\t\t\n(i)\tCompacting original ground supporting embankment\t\t<br>\t\n\tLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. BI01010001010000000000000515BI0100001121 240 cum
10 1.09 3.4 : Construction of Embankment with Material Obtained from Borrow Pits\t<br>\t\t\nConstruction 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 BI01010001010000000000000515BI0100001122 815 cum
11 1.1 od705/2021_2022 : Filling with quarry muck spreading in uniform layers with motor grader on prepared surface and compacting smooth wheel roller to achieve the desired density complete BI01010001010000000000000515BI0100001123 668 cum
12 1.11 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.\t\t<br>\t\nBy Mechanical Means with 1 km lead BI01010001010000000000000515BI0100001124 155 cum
13 1.12 5.1.1a : Prime Coat :-\t\t\t\t\t\nLow porosity\t<br>\t\t\t\t\t\t\t\n\tProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 BI01010001010000000000000515BI0100001125 1025 sqm
14 1.13 5.2.3a : Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. BI01010001010000000000000515BI0100001126 1025 sqm
15 1.14 5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65\t\t<br>\t\t\t\t\t\t\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.\t\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\n(II)\tBitumen (S-65) BI01010001010000000000000515BI0100001127 1025 sqm
16 1.15 5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65\t\t<br>\t\t\t\t\t\t\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t\t<br>\t\t\t\t\t\t\nA.\tBy Manual Means\t:-\t\t\t\t\t\t\nCase - III : Type C\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) BI01010001010000000000000515BI0100001128 1025 sqm
17 2 Side protection ,Coconut piling , VCB shutter BI01010001010000000000000515BI0100001129
18 2.01 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. BI01010001010000000000000515BI0100001130 36 cum
19 2.02 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 BI01010001010000000000000515BI0100001131 622 cum
20 2.03 60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site BI01010001010000000000000515BI0100001132 11 cum
21 2.04 60.1.1 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. BI01010001010000000000000515BI0100001133 20 metre
22 2.05 60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete BI01010001010000000000000515BI0100001134 120 hour
23 2.06 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. BI01010001010000000000000515BI0100001135 225 metre
24 2.07 od7565/2020_2021 : 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 ( Ref: CE&apos;s Technical Circular No. 2/2020-21 dated 09.11.2020) BI01010001010000000000000515BI0100001136 225 metre
25 2.08 50.9.13.3 : Supplying and fixing Vengai wood wrought and put up for roof members including cost and conveyance of materials etc. complete. BI01010001010000000000000515BI0100001137 0.325 cum
26 2.09 13.59 : Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively. BI01010001010000000000000515BI0100001138 13 sqm
27 2.1 15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar BI01010001010000000000000515BI0100001139 35 cum
28 2.11 60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site BI01010001010000000000000515BI0100001140 27 cum
29 2.12 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. BI01010001010000000000000515BI0100001141 6 cum
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