Tender For Improvement Of Road From Thalibari-Manaipathar Road To Dakshin Taisama Via Thalibari Dakshin Para (L = 1.90 Km) Within The Jurisdiction Of Kathalia Pwd (R&B) Sub-Division / Sh : - Patch Soling, Wbm-2, Wbm-3 And Carpeting With Sand Seal Coa
Tender Overview
Project Description
Tender for Improvement Of Road From Thalibari-Manaipathar Road To Dakshin Taisama Via Thalibari Dakshin Para (L = 1.90 Km) Within The Jurisdiction Of Kathalia Pwd (R&B) Sub-Division / Sh : - Patch Soling, Wbm-2, Wbm-3 And Carpeting With Sand Seal Coat, Retaining Wall Etc./Gr-I
BOQ
| Sl. No. | Item Description |
| 1 | Flat brick soling. Providing and laying flat brick brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 2 | Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 3 | 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 KN in 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. By manual means |
| 4 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate. 1) WBM Grading 3 Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KN in 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. By Manual Means |
| 5 | Prime coat.(i) Low porosity. Providing and applying primer coat with bitumenemulsion (SS-1) on prepared surface of granularbase including cleaning of road surface andspraying primer at the rate of 0.70- 1.00 kg/sqmusing mechanical means as per MoRD TechnicalSpecification Clause 502. |
| 6 | 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 surface treated with primer & cleaned with Hydraulic broom as per MoRD TechnicalSpecification Clause 503. |
| 7 | Providing , laying and rolling of open-graded premix carpet of 25 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 or Type D as per MoRD Technical Specification Clause 508.Case - II : By Mechanicall Meansi) Bitumen VG-30 |
| 8 | 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 (60/70 Grade)VG-30 |
| 9 | Road marking strips (retro-reflective) of specified shade/colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous SurfaceProviding and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803. |
| 10 | Excavation for Structures (A) Without dewatering.Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil i) upto 3 m depth. |
| 11 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200 (I) Sand filling |
| 12 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centring, shuttering, staging etc. but excluding reinforcement ) I. P.C.C grade M 10 ( using jhama brick aggregate ) (i)Nominal mix 1:3:6 |
| 13 | Providing concrete for plain/reinforced concrete in openfoundations complete including formwork as per drawings& MoRD technical specifications Clauses 802, 803, 900,1202 and 1203. (including centering, shuttering, stagingetc. but excluding reinforcement).II) PCC grade M15 i) Nominal mix |
| 14 | Supplying, fitting & placing Termo-Mechanical treated bar/Cold twisted deformed steel bar in open foundation complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202 |
| 15 | Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
Download All (ZIP) ↓We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender