Public Administrative Department Government Departments Closing in 0 days TDR #40589417

Tender For Up-Gradation Of Rural Road For Package No. An0301 Comprising Of 04 Nos. Rural Roads - An03rt11, An03rt04, An03rt06 And An03rt07 - For Pmgsy-Ii, Rangat Division North And Middle Andaman.

Issued by Government Departments · baratang, Andaman And Nicobar Islands
Tender Value
6.03 Crore
Estimated cost
Bid Submission
27 Nov 2023
0 days left
EMD
12.07 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
baratang → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Up-Gradation Of Rural Road For Package No. An0301 Comprising Of 04 Nos. Rural Roads - An03rt11, An03rt04, An03rt06 And An03rt07 - For Pmgsy-Ii, Rangat Division North And Middle Andaman.

BOQ

Name of Work:Upgradation of Rural Road for Package No. AN 03 01 Comprising of 04 Nos. rural roads of Road Code No. AN03RT11, AN03RT04, AN03RT06 & AN03RT07 for PMGSY-II, under Rangat Division, North & Middle Andaman.
Sl. No. Item Description
1Clearing 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 MORD . including contractors profit & Over head charges, etc., complete.
2Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting withVibratory Roller to achieve thedesired density as per Technical Specification Clause 301.9 of MORD ,including contractors profit & Over head charges, etc., complete.
3Loosening of the ground upto a level of 30 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 MORD including contractors profit & Over head charges, etc. complete.
4Construction of granular sub-baseby providing well graded material(Table 400.1-A) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including contractors profit & Over head charges, etc., complete.
5Construction 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.
6Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges etc., complete
7Providing 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 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, etc., completefor Prime Coat
8Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, etc., completefor Tack Coat
9Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bitumens cleaned with Hydraulic broom as per Technical Specification Clause 503.
10Providing and laying bituminous concrete 40 mm compacted thickness (8% of shredded waste plastic) with 40-60 TPH batch type hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.
11Hard ShoulderConstruction of granular sub-baseby providing well graded material(Table 400.1-A) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including contractors profit & Over head charges, etc., complete.
12Providing, laying, spreading and compacting stone aggregates of specific sizes for Grading 2 material to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller 80-100 kNin stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 MORD. For compacted thickness of 75 mm.including contractors profit & Over head charges, GST etc., complete for Grade II
13Surface DrainConstruction ofunlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
14Cross DrainageEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, etc., complete- For Foundations
15Ordinary Soil
16Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, etc., complete For levelling course
17P.C.C. Grade M 10 (Nominal Mix 1:3:6)
18Providing concrete for plain concrete M 15grade for Pipe bedding using 40 mm Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges,etc., complete.
19P.C.C. Grade M 15 (Nominal Mix 1:2.5:5)
20Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, etc., complete-
21P.C.C. Grade M 15 (Nominal Mix 1:2.5:5)
22Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, etc., complete - For Pipe Culverts
23600 mm dia
241000 mm dia
25Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, etc., complete-
26P.C.C. Grade M 15 (Nominal Mix 1:2.5:5)
27Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH including contractors profit & Over head charges, etc., complete
28Road AppurtenancesReinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, etc. complete.
29Ordinary Kilometre stone (Precast) at every 1 km interval
30200m Hectometer stone 1 stone each at 200m interval.
31Painting lines, dashes, arrows, etc. on roads in two coatson 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 Technical Specification Clause 1702
32Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD specifications and drawing.Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges.The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube.All MS will be stove enmeled on both sides.Lettering and paining of superior quality in required shede and colour.All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MORD including contractors profit & Over head charges, etc., complete
33Providing & fixing of typical PMGSY Citizen Information board with two CR MS plate 900x750mm sizeof 1.6mm thick, fitted to Frame made with MS ISA 25x25x3mm size welded using MS flats 50x5 mm to frame with two post of 3050mm height, one head, one sill made with MS Square pipe of 75 mm size, All MS plates are stove enamelled on both sides and painted with ready mix synthetic enamel paint of Superior quality in require shade and colour, and lettering, printing logo and border etc., and on all sections of framed post and steel tube will be painted with primer and two coats of epoxy paint and fixing the board in the ground duly embedding the post in PCC M15 grade block of 450x450x600mm size below ground level as per pamphlet communicated by NRRDA.
34Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size board as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD including contractors profit & Over head charges, etc., complete up to 0.9 sqm size board
35Providing and fixing of semi-reflective cautionery, mandatory and informatory boards as per IRC:67 made of 1.5mm thick MS sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 65mm width and required letters and figures with reflective engineering grade tape as per clause 1701.3.8 of MORD for rural roads specification of required shade and colour supported and welded on 47x47mm of 12 SWG square tube of 3050mm height duly strenthened by 25x5mm MS flat iron on edges on back firmly fixed to ground by means of properly designed foundations with M-15 grade CC 450x450x600mm, 600mm below ground level as per approved drawings and technical specification Clause 1701.2.2 of MORD including contractors profit & Over head charges, etc., complete with 600X 600 mm size MS sheet.
36Total of A(Sum of total amount)
37Routine Maintenance after completion of construction/upgradation works (Lumps-Sum Amount for each year).
38For 1st Year
39For 2ndYear
40For 3rd Year
41For 4th Year
42For 5th Year
43Total of B(Sum of total maintanance amount )
44Total A+B
45Add Labour Welfare Cess @ 1%
46Add GST @ 18%

AI Tender Summary

OUR REF NO 40589417
AUTHORITY Government Departments
TENDER VALUE 6.03 Crore
LAST DATE 27-11-2023
Authority
Authority Name Andaman Public Works Dept
Work Description Up-Gradation Of Rural Road For Package No. An0301 Comprising Of 04 Nos. Rural Roads - An03rt11, An03rt04, An03rt06 And An03rt07 - For Pmgsy-Ii, Rangat Division North And Middle Andaman.
Basic Detail
Tender No PN/DB/CD-I/RGT/2023-24/3833
Bidding Type Tender
Location
City baratang
State Andaman And Nicobar Islands
Key Dates
Publish Date 09 Nov 2023
Submission Date 27 Nov 2023
Open Date 30 Nov 2023
Finance
Tender Value 6.03 Crore
Tender Fee Ref. Documents
EMD 12.07 Lakhs
Exemption Not Available
Document List
507074ff-3ace-40cb-a286-e35176cdfb3a.html
BOQ_204276.xls
TenderDoc.pdf
Tendernotice_1.pdf

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Tender Timeline

Nov 09, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 27, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 30, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

507074ff-3ace-40cb-a286-e35176cdfb3a.html

xls

BOQ_204276.xls

pdf

TenderDoc.pdf

pdf

Tendernotice_1.pdf

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