Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #49993949

Development And Improvement Of Road At Different Locations Of Ward No 04 Of Bolpur Municipality Under The Planning Area Of Sriniketan Santiniketan Development Authority At Bolpur, Birbhum, West Bengal

Issued by Local Bodies · bolpur, West Bengal
Tender Value
55.75 Lakhs
Estimated cost
Bid Submission
18 Jul 2025
0 days left
EMD
1.11 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
bolpur → West Bengal
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Development And Improvement Of Road At Different Locations Of Ward No 04 Of Bolpur Municipality Under The Planning Area Of Sriniketan Santiniketan Development Authority At Bolpur, Birbhum, West Bengal

BOQ

Name of Work: Development and improvement of Roadat Different locations of Ward No 04 of Bolpur Municipality under the Planning Area of Sriniketan Santiniketan Development Authority at Bolpur, Birbhum, West Bengal
Sl. No. Item Description
1Dismantling of Cement Concrete Pavements Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 for Rural Roads of MORD.
2Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.(a) By manual means :(i) From 25 mm to 50 mm thick.
3Construction of Embankment with Material Obtained from Borrow Pits 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 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
4Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Clause 307 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
5Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, zfine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. PCC M20
6Tack Coat:- Providing and applying tack 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 Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) On Cement concrete pavement(Using Bitumen emulsion at the rate of 0.30 to 0.35 kg per sqm.)
7(i) On Bituminous Surface(Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)
8Bituminous ConcreteProviding and laying bituminous concrete with Hot Mix Plant using crushed aggregates, filler materials (Cement /hydrated lime /Rock dust) and premixed with bituminous binder of specified grading @5.2% (min) for Gr.-1 & @5.4% (min) for Gr.-2, as per table 500-17 and mix design done as per table 500-10 and job mix formula as per ci. 505.3.3, including screening, cleaning of chips and preparing a uniform and quality mix, transporting the hot mix to work site, laying the mixed materials at specified laying temperature as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPa, to achleve the desired density as per clause 505.3.5, including cost and carrlage of bitumen, crushed aggregates, filler materlals and hire charges of machinery and equipment for construction and quality control, complete as per Clause 507 of Specifications for Road & BridgeWorks of MoRT&H (5th Revision).B.For Grading 2(13.2 mm nominal size, 30mm/40 mm thick.) (iii) Using Drum mix Type HMP of minimum capacity 40-60 TPH.
9Mastic AsphaltProviding and laying Mastic asphalt wearing course with paving grade bitumen meeting therequirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).(i) 25 mm thickness
10Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface :-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, 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 complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
11Road Studs: 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.
12Filler joint(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
13Retro-Reflectorised Traffic SignsProviding 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 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision).iv) 80 mm x 60 mm rectangular
14GST, as applicable @ 18% .
15Labour welfare cess @1% .

AI Tender Summary

OUR REF NO 49993949
AUTHORITY Local Bodies
TENDER VALUE 55.75 Lakhs
LAST DATE 18-07-2025
Authority
Authority Name Sriniketan Santiniketan Development Authority
Work Description Development And Improvement Of Road At Different Locations Of Ward No 04 Of Bolpur Municipality Under The Planning Area Of Sriniketan Santiniketan Development Authority At Bolpur, Birbhum, West Bengal
Basic Detail
Tender No NIT-09 OF 2025-26
Bidding Type Tender
Location
City bolpur
State West Bengal
Key Dates
Publish Date 04 Jul 2025
Submission Date 18 Jul 2025
Open Date 22 Jul 2025
Finance
Tender Value 55.75 Lakhs
Tender Fee Ref. Documents
EMD 1.11 Lakhs
Exemption Not Available
Document List
Tendernotice_2.pdf
BOQ_1961959.xls
Tendernotice_1.pdf
6789c221-d0a0-402a-81ed-4ac28882949c.html

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Tender Timeline

Jul 04, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 18, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 22, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_2.pdf

xls

BOQ_1961959.xls

pdf

Tendernotice_1.pdf

html

6789c221-d0a0-402a-81ed-4ac28882949c.html

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