Tender For Construction Of Pitch Road At Irrigation Bandh From Simantapur To Kamardanga (Phase-I) Within Mansuka-I Gp, Ghatal Block
Tender Value
Ref. Documents
Estimated cost
Bid Submission
26 Mar 2024
0 days left
EMD
1.87 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ghatal → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Pitch Road At Irrigation Bandh From Simantapur To Kamardanga (Phase-I) Within Mansuka-I Gp, Ghatal Block
BOQ
| Sl. No. | Item Description |
| 1 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary |
| 2 | Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. |
| 3 | Water bound Macadam Base Course Providing, laying, spreading and compacting stone agggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling and with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, wtering including lighting, guarding, barricading and kmaking necessary cutting or filling, including cost of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (III) Grading - II Aggregate(53mm to 22.4mm) Using Stone Screening Type B(11.2mm ) B. Mannual Means Note: Add cost at site of 1.21 m3 of Grading -2 Aggregates &0.24 m3 Stone Screening Type-B to arrive at the complete rate. |
| 4 | Bituminous Macadam using Mobile Hot Mix Plant (light Duty) Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operaional staff, quality control complete as per specifications for Road & Bridge Works of MoRT&H (5th Revision). B. For Grading 2 (19 mm nominal size, 50-75 mm thick.) Add cost &carriages of materials as per requirement vide Table 3.3-1 of section 3 to get the final consolidated rate. |
| 5 | Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMMSurface: (with primer @ 0.70-1.0 kg/sqm) |
| 6 | Tack Coat Providing and applying tck coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Speciafications of Road & Bridge Works of MoRT&H (5th Revision). (ii) On Granualr surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.) Note: Add cost & carriages of materials as per requirement vide Table 3.3-1 of Section 3 to get the final consolidated rate. |
| 7 | Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rollingof Open- graded premix surfacing of 20mm thickness composed of 13.2 mm (@0.018 m3 per m2) and 11.2 mm (@0.009 m3 per m2) size stone aggregates, including thoroughly clelaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same eitherusing viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base , including mixing in mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 including cost and carriage of stone chips and matrix, heating the matrix, precheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. Note: Add cost & carriages of materials as per requirement vide Table 3.3-1 of Section 3 to get the final consolidated rate. |
| 8 | Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @0.6 m3/ 100 m2 and bitumen binder on thoroughly claened black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100% passing through 2.36 mm sieve and retained on 180 micron sieve uniformly with bitumen binder, laying and sperading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with prower roller including the cost and carrage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). I By Mechanical means (i) With Hot Bitumen Binder (@6.80 kg/ 10sqm.) |
| 9 | Construction of Subgrade and Earthen Shoulders 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 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) |
| 10 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 M15 gradecement concrete 45 cm x 45 cm x 60 cm, 60 cmbelow ground level as per approved drawing andClause 801 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision).ii) 60 cm equilateral triangle |
| 11 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 M15 gradecement concrete 45 cm x 45 cm x 60 cm, 60 cmbelow ground level as per approved drawing andClause 801 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision).v) 60 cm x 45 cm rectangular |
| 12 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 M15 gradecement concrete 45 cm x 45 cm x 60 cm, 60 cmbelow ground level as per approved drawing andClause 801 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision).iii) 60 cm circular |
| 13 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 14 | Road Marking with Hot Applied ThermoplasticCompound with Reflectorising Glass Beads onBituminous Surface Providing and laying of hot applied thermoplasticcompound 2.5 mm thick including reflectorising glassbeads @ 250 gms per sqm area, thickness of 2.5 mmis exclusive of surface applied glass beads as perIRC:35. The finished surface to be level, uniform andfree from streaks and holes complete as per Clause803 of Specifications for Road & Bridge Works ofMoRT&H (5th Revision). |
| 15 | Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H\"s specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer\"s recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications. |
| 16 | add gst |
| 17 | Add cess |
AI Tender Summary
Tender Timeline
Mar 05, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedMar 26, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 28, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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