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Tender For Maintenance Of Pmgsy Road Under Khowai Division During The Year 2023-24/Periodical Repair Of The Road From Promodnagar ( Metku Urang) To Namanjoy Para ( L= 9.24 Km) (Link No. L031)Portion From Ch. 0.00 Km To Ch.5.31 Km Under Tulasikhar Rd Block, khowai-Tripura

Public Works Department-PWD has published Tender For Maintenance Of Pmgsy Road Under Khowai Division During The Year 2023-24/Periodical Repair Of The Road From Promodnagar ( Metku Urang) To Namanjoy Para ( L= 9.24 Km) (Link No. L031)Portion From Ch. 0.00 Km To Ch.5.31 Km Under Tulasikhar Rd Block. Submission Date for this Tender is 03-10-2023. Road Repair Tenders in khowai Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

39531395
Tender For Maintenance Of Pmgsy Road Under Khowai Division During The Year 2023-24/Periodical Repair Of The Road From Promodnagar ( Metku Urang) To Namanjoy Para ( L= 9.24 Km) (Link No. L031)Portion From Ch. 0.00 Km To Ch.5.31 Km Under Tulasikhar Rd Block
Open Tender
Indian
Tripura
khowai
03-10-2023

Tender Details

Maintenance Of Pmgsy Road Under Khowai Division During The Year 2023-24 / Periodical Repair Of The Road From Promodnagar ( Metku Urang ) To Namanjoy Para ( L= 9.24 Km ) ( Link No. L031 ) Portion From Ch. 0.00 Km To Ch.5.31 Km Under Tulasikhar Rd Block ( 26-Asharambari Assembly Constituency ) / Sh:-Wbm-3, Re-Carpeting, Seal Coatwork And Protection Work Etc. ( Group-I )

Key Value

Document Fees
INR 4000 /-
EMD
INR 255960.0 /-
Tender Value
INR 1.27 Crore /-

BOQ Items

Name of Work: Mtc. of PMGSY road under Khowai Division during the year 2023-24/Periodical repair of the road from Promodnagar ( Metku Urang) to Namanjoy para ( L= 9.24 km) (Link No. L031)portion from Ch. 0.00 km to Ch.5.31 Km under Tulasikhar RD Block (26-Asharambari Assembly Constituency) / SH:-WBM-3,re-carpeting, seal coatwork and protection work etc. ( Group-I)
Sl. No. Item Description
1A-Road Work
2Maintenance of bituminous surface road using Jhama brick aggregate Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with B.M (using jhama brick aggregate and bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504.
3Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate. i) WBM Grading 2 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KNin stages to proper grade and camber, applying and brooming,binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRD Technical Specification Clause 405. (A) By manual means
4Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate ii. WBM Grading 3 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming,binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405. (A) By manual means
5Prime Coat i) Low porosity 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- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
6Tack Coat I) Providing 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 MoRD Technical Specification Clause 503
720 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder 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 Viscosity 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 or Type D as per MoRD Technical Specification Clause 508. Case-I : By Manual Means Bitumen VG-30
8Seal 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 or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. A By Manual Means Case -IV: Type D(premix with fine sand) ( I ) Bitumen VG-30
9Maintenance of Earthen shoulder (Stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.
10Guide Posts Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL) M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and MoRD Technical Specification Clause 1401.6. (A) In Ordinary Soil
11Surface Drains Construction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. (i) Surface Drains in Ordinary Soil (A) Manual Means
12Road side Pucca Drains Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate)to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) B. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm) I. Ordinary Soil
13Traffic Signs A. Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Technical Specification Clause 801. ii) with 600 mm equilateral triangle aluminium sheeting
14Traffic Signs A. Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Technical Specification Clause 801. iii) with 600 mm circular aluminium sheeting
15Plain/ reinforced cement concrete in sub structure complete including formwork as per drawing &n MoRD technical specificationClause 802,804,805,806,807,900,1202 & 1204. ( including centering , shuttering ,staging etc. But excluding reinforcement) P.C.C grade M-20 (1:2:4) Nominal Mix I upto 5 m height
16Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MoRD Technical Specification Clause 1702.
17Construction of Toe walls for protection of slopes as per drawing and MoRD technical specifications clause 1302.5 (Including centering,shuttering stagging etc. but excluding reinforcement. Cement Concrete grade M10 (using Jhama brick aggregates) in case of concrete block pitching Nominal Mixing 1:3:6
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