Upgradation Of Coastal Roads In Kozhikode District - Upgradation Of Coastal Roads In Kozhikode District - Improvements To The Road From Kunnummel Samajam To Rail In Ward No . 66 Of Calicut Corporation

Tender Notice

26128742
Upgradation Of Coastal Roads In Kozhikode District - Upgradation Of Coastal Roads In Kozhikode District - Improvements To The Road From Kunnummel Samajam To Rail In Ward No . 66 Of Calicut Corporation
Indian
Kerala
30-11-2020
11-12-2020
17-12-2020

Tender Details

Upgradation Of Coastal Roads In Kozhikode District - Upgradation Of Coastal Roads In Kozhikode District - Improvements To The Road From Kunnummel Samajam To Rail In Ward No . 66 Of Calicut Corporation

Key Value

Document Fees
INR 2975 /-
EMD
INR 50000.00 /-
Tender Value
Refer document

BOQ Items

Work Name : Upgradation of Coastal roads in Kozhikode District - Improvements to the road from Kunnummel Samajam to rail in Ward No. 66 of Calicut Corporation
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Culvert and Drain BI01010001010000000000000515BI0100001113
2 1.01 2.5.2.B : Dismantling of Structures<br>\nDismantling 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>\n(II) By Mechanical Means <br>(B)\tReinforced Cement Concrete BI01010001010000000000000515BI0100001114 16 cum
3 1.02 2.7.D : Dismantling Stone Masonry as per Technical Specification Clause 202.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.(D)Dry Rubble Masonry BI01010001010000000000000515BI0100001115 30 cum
4 1.03 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 BI01010001010000000000000515BI0100001116 80 cum
5 1.04 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 BI01010001010000000000000515BI0100001117 12 cum
6 1.05 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 BI01010001010000000000000515BI0100001118 37 cum
7 1.06 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 BI01010001010000000000000515BI0100001119 39.5 cum
8 1.07 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100001120 6.5 tonne
9 1.08 3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. BI01010001010000000000000515BI0100001121 650 sqm
10 1.09 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)\tUsing Gravel mix soil. BI01010001010000000000000515BI0100001122 136 cum
11 1.1 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 BI01010001010000000000000515BI0100001123 120 cum
12 1.11 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 BI01010001010000000000000515BI0100001124 770 sqm
13 1.12 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. BI01010001010000000000000515BI0100001125 770 sqm
14 1.13 5.2.1a : Tack Coat<br>\nProviding 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. BI01010001010000000000000515BI0100001126 290 sqm
15 1.14 5.9.2.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65\t\t\t<br>\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<br>\t\t\t\t\t\t\t\nCase - II By Mechanical Means\t\t\t\t\t\t\t\t:-\n(II)\tBitumen (S-65) BI01010001010000000000000515BI0100001127 1060 sqm
16 1.15 5.12.B.3.2a : Seal Coat - Mechanical 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\t\t\t\t\t\t<br>\nB.\tBy Mechanical Means\t:-\t\t\t\t\t\t\nCase - III : Type C\t\t\t\t\t\t\t\t<br>\n(II)\tBitumen (S-65) BI01010001010000000000000515BI0100001128 1060 sqm
17 1.16 3.14 : Construction of Subgrade and Earthen Shoulders<br>\nConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. BI01010001010000000000000515BI0100001129 20 sqm
18 2 Dry packing BI01010001010000000000000515BI0100001130
19 2.01 od8519/2019_2020 : DR PACKING Under foundation - Dry stone packing under foundation with departmenal blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. BI01010001010000000000000515BI0100001131 13 cum
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