Housing Urban and Rular Development Government Departments Closing in 0 days TDR #29430969

Improvement Of Road Safety Through Provision Of Improvement Of Junction,Signs,Marking Etc. On Junction Of Sh-7D Didwana -Ladnun Road And Nimbijodha -Baldu-Sanwrad Odr -27(At Chainage Of Km.52/00 Of Sh-7D)

Issued by Government Departments · DIDWANA, Rajasthan
Tender Value
6.97 Lakhs
Estimated cost
Bid Submission
11 Oct 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
DIDWANA → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Improvement Of Road Safety Through Provision Of Improvement Of Junction,Signs,Marking Etc. On Junction Of Sh-7D Didwana -Ladnun Road And Nimbijodha -Baldu-Sanwrad Odr -27(At Chainage Of Km.52/00 Of Sh-7D)

BOQ

Name of Work : Improvement of road safety throughprovision of improvement of junction,signs,marking etc. on junction of SH-7D Didwana -Ladnun Road &Nimbijodha -Baldu-Sanwrad ODR -27(at Chainage of km.52/00 of SH-7D)
Sl. No. Item Description
1PART-A : CIVIL WORK
2Construction 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 as per MoRTH Specification Clause 305. In Ordinary Soil with lead upto - 50mtr
3Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 15 To achieve 95% Proctor density
4Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-12 and 400-13 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/F.E. Loader/paver finisher in sub base / base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification:Clause 406)bymechanicalmeanswith all lead
5Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112 @7.0-10.0 /10 Sqm
6Providing and applying tack coat with bitumen VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 On surface treated with primer 3.50 to 4.50 kg /10sqm
7Providing and applying tack coat with bitumen VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112On existing BT surface 3.00 to4.00 kg /10sqm
8Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead b) with bitumen grade 60/70 (VG-30)
9Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500 - 8, 9,10 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of antistripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 505.4.8) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 - 250 KN, TP = 0.7 MPa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -505,112) with all lead b) with bitumen grade 60/70 (VG-30)30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material a) with bitumen grade 60/70 (VG-30
10P & F precast cement concrete M-15 grade kerb over 20 mm thick base of cement mortar 1 : 6 including jointing with cement mortar 1:4 and painting with enamel paint complete as per MoRTH specification clause:1000 & 1700. (Size 38 CM x 15 CM)
11Supply of \"L\" type Bollard made out of 1.25 mm thick M.S. sheet height 134 cm, welded in circular type ring section having upper dia. 15 cm and lower dia. 21 cm with another attachment of 15 x15 cm circular section with 15 cm face plate and hold fast at bottom, whole body is processed in white stoving enamel and red reflective 3 bands, each of 7.5 cm and one reflective sheet of 15 cm dia. provided to it complete in all respect.
12Supply of Hazard marker made out of 2 mm thick M.S. sheet size 300 x 300 x 3 mm framed with angle iron 25 x 25 x 3 mm and fixed on channel posts 75 x 40 x 6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos, 5 cm dia. reflective sheet on white reflective back ground with additional boarder of 1.25 cm all around it.
13Supply and fixing of nail Less Cats eye made out of Acrylic-strene -Acrylonitril or Hi impact polysterene fitted wilh Moulded of Methacrylate (NMC) reflector cube fitted wilh tightly adhering potting compound as per A.S.T.M. D-788; size 11.5 cms x 8 cms x 2.5 cms provided with bitumineous adhesive in sufficient quantity with Each unit for fixing.
14Supply of cautionary / warning sign board 90cm equilateral triangle made out of 2.0 mm thick aluminum sheet face to be fully covered by white/blue high intensity grade retro reflective sheeting with Red / white symbol, cut out or screen printed background with epoxy paint complete confirming to MoRTH specifications clause. 801 with angle iron post 65 x 65 x 6 mm. 3 mtr. long
15Supply of informatory / retro reflective sign board size 60 x 80 cm made out of 2.0 mm thick aluminum sheet face to be fully covered by white / blue high intensity grade retro reflective sheeting with Red/ white symbol, cut out or screen printed background with epoxy paint, complete confirming to MoRTH specifications clause 801 with angle iron post 65 x 65 x 6 mm, 3 Mtr. Long
16Supply of mandatory/regulatory reflective sign boards fixed on 3m long angle iron of size 65 x 65 x6 mm complete as per IRC - 67 (latest revesion) made of 2 mm thick MS sheet with stove enamelled paint and reflective symbol. Stop signs 900 mm octagon
17Supply of Mandatory / Regulatory retro reflective sign boards 60 cm dia made out of 2.0mm thick aluminium sheet face to be fully covered by white/ blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed back ground with epoxy paint, complete confirming to MoRTH specifications CIause. 801 with angle iron post 65 x 65 x 6mm 3Mtr. long
18Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.9, 800.10 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.
19Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:4:8 mix with crushed stone aggregate 20 mm nominal size.
20Providing and laying chequerred plain cement concrete embossed specially manufactured non slippery tiles of approved make on 20 mm thick cement mortar 1:6 bed, jointed with neat cement slurry complete
21P &F solar blinker light

AI Tender Summary

OUR REF NO 29430969
AUTHORITY Government Departments
TENDER VALUE 6.97 Lakhs
LAST DATE 11-10-2021
Authority
Authority Name Public Works Department
Work Description Improvement Of Road Safety Through Provision Of Improvement Of Junction,Signs,Marking Etc. On Junction Of Sh-7D Didwana -Ladnun Road And Nimbijodha -Baldu-Sanwrad Odr -27(At Chainage Of Km.52/00 Of Sh-7D)
Basic Detail
Tender No NIT No 13 of 2021-22 EE PWD DN DIDWANA
Bidding Type Tender
Location
City DIDWANA
State Rajasthan
Key Dates
Publish Date 04 Oct 2021
Submission Date 11 Oct 2021
Open Date 12 Oct 2021
Finance
Tender Value 6.97 Lakhs
Tender Fee 500
EMD Ref. Documents
Exemption Not Available
Document List
3598e0f3-b32b-4e1c-8e33-41f42be1a0cc.html
BOQ_434407.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Oct 04, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 11, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 12, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

3598e0f3-b32b-4e1c-8e33-41f42be1a0cc.html

xls

BOQ_434407.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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