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Construction Of Gohain Pukhuri To Sadhan Chuk Ali In Sivasagar And Thowra Territorial Road Division Under Sopd-G For The Year 2019- 20, Thowra Lac. Pkg. No. Sopd(G)/Sttrd/Thowra/02, Sivasagar-Assam

Public Works Roads Department has published Construction Of Gohain Pukhuri To Sadhan Chuk Ali In Sivasagar And Thowra Territorial Road Division Under Sopd-G For The Year 2019- 20, Thowra Lac. Pkg. No. Sopd(G)/Sttrd/Thowra/02. Submission Date for this Tender is 11-05-2020. Road Work Tenders in Sivasagar Assam. Bidders can get complete Tender details and download the document.




Tender Notice

24065330
Corrigendum : Construction Of Gohain Pukhuri To Sadhan Chuk Ali In Sivasagar And Thowra Territorial Road Division Under Sopd-G For The Year 2019- 20, Thowra Lac. Pkg. No. Sopd(G)/Sttrd/Thowra/02
Open Tender
Indian
Assam
Sivasagar
11-05-2020

Tender Details

Construction of Gohain Pukhuri to Sadhan Chuk Ali in Sivasagar and Thowra Territorial Road Division under SOPD-G for the year 2019- 20, Thowra LAC. Pkg. No. SOPD(G)/STTRD/THOWRA/02

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 22-Mar-2020 Corrigendum of Time-Extension for Construction of Gohain Pukhuri to Sadhan Chuk Ali in Sivasagar and Thowra Territorial Road Division under SOPD-G for the year 2019- 20, Thowra LAC. Pkg. No. SOPD(G)/S Date 08-04-2020
2 04-Apr-2020 Corrigendum for time extention of Construction of Gohain Pukhuri to Sadhan Chuk Ali in Sivasagar and Thowra Territorial Road Division under SOPD-G for the year 2019- 20, Thowra LAC. Pkg. No. SOPD(G)/S Date 06-05-2020
3 05-May-2020 Corrigendum for Construction of Gohain Pukhuri to Sadhan Chuk Ali in Sivasagar and Thowra Territorial Road Division under SOPD-G for the year 2019- 20, Thowra LAC. Pkg. No. SOPD(G)/STTRD/THOWRA/02 Date 11-05-2020

Key Value

Document Fees
INR 3700 /-
EMD
INR 361100.0 /-
Tender Value
INR 1.80 Crore /-

BOQ Items

Name of Work: Construction of Gohain Pukhuri to Sadhan Chuk Ali in Sivasagar and Thowra Territorial Road Division under SOPD-G for the year 2019- 20, Thowra LAC. Pkg. No. SOPD(G)/STTRD/THOWRA/02
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(i) By Manual means. (a)in area ofnon thonny jungle . 0.9 Hect
2 2 Compacting original ground supporting subgrade- Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. 2700 cum
3 3 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 12875.1 cum
4 4 Construction 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.(1) Privateland total =2193.00m2 2162 cum
5 5 Construction of granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ii ) for grading II material. 1136.25 cum
6 6 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Manual mreans.\n Grading II 675 cum
7 7 Grading III 675 cum
8 8 Providing 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 i) low Porosity 9000 sqm
9 9 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. 9000 sqm
10 10 20mm thick Open-Graded Premix Carpet - Providing, 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. 9000 sqm
11 11 Seal Coat:- Providing 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 9000 sqm
12 12 Earthwork in excavation for foundation of srtucturees upto 3m depyh asper drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stups and other deleterious matter, dressing of sides and bottom and backfilling with approved material up to 3m depth 100.92 cum
13 13 plain cement concrete M10 (1:3:6 nominal mix ) in levelling course below open foundation of Head walls as per drawings & Technical specificatoion clause 1109. 5.3 cum
14 14 Bedding for pipe ,Type B (First Class) Bedding on well compected sand moorum as per cl. 1105 (ii) Granular material 8.4 cum
15 15 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.\nB) 1000 mm dia 15 Rm
16 16 'Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 40.06 cum
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