Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #42145890

Tender For Junction Improvement And Road Marking Work At Vishwakarma Chowk In Saharanpur

Issued by Local Bodies · saharanpur, Uttar Pradesh
Tender Value
35.24 Lakhs
Estimated cost
Bid Submission
29 Feb 2024
0 days left
EMD
3.53 Lakhs
Bank guarantee accepted
Document Fee
2860
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
saharanpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Junction Improvement And Road Marking Work At Vishwakarma Chowk In Saharanpur

BOQ

Name of Work: Junction improvement and Road Marking work at Vishwakarma Chowk in Saharanpur
Sl. No. Item Description
1PART - A
2Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). PWD SOR SI-692
3Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m MORT&H AoR
4Disposal of dimantling material including loading and unloading up to 3.00 Km cartage complete as per instruction of Engineer in-Charge. PWD SORSI-231(a)
5Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. S.I. No. 281
6R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 in R.C.C. Raft foundation and footing excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. {S.I. No-287a+diff. of 1:1.5:3 &1:2:4(284a-284)}
7Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORT&H AoR
8Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (W.M.M.) MORT&H AoR
9Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. MORT&H AoR
10Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total 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. 505 complete in all respects. MORT&H AoR
11Providing and applying tack coat with bitumen V.G. 10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. MORT&H AoR
12Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per 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. 507 complete in all respects. MORT&H AoR
13Providing and laying 50 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum 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 is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516. MORT&H AoR
14Supplying, Fitting and Placing un-coated HYSD/TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.MORT&H AoR
15Providing and laying of interlocking concrete Block pavement having thickness 100 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) PWD SOR Ch.-20 SI-New Item 15
16Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 gradeon M-15 grade foundation Concretebeyond kerb stoneall complete as per clause 409 (exclusive cost of foundation concrete) MORT&H AoR
17Supplying & fixing of Linear Delineator System (LDS)panels made of Micro prismatic Retro Reflective sheeting Type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide retro reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed onexistingConcrite / brick work with 16 NosFastner/ screwas per IRC 79-2019 -Rates are inclusive of all taxes, royalty,etc. all T&P/machine material and labour required for proper completion of work.Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination. PWD SOR Ch.-27 SI-New Item 12
18Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (for repeated/transverse bar marking) Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @250 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. PWD-LKO SORCh.-27 SI-New Item 3
19Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm exclusive of surface applied glass beads as per IRC 35-2015. The finished surface to be level, uniform and free from steaks and holes. PWD SOR Ch.-27 SI-New Item 7
20Providing 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.With 7 years warranty.Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of workexcluding GST. ( 60cm equilateral triangle with diffinitation plate size (20cm x 60cm)) PWD SORCh.-27 SI-New Item 6(b)
21Providing 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.With 7 years warranty.Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of workexcluding GST. (60 cm Circular with diffinitation plate (20 cm x 60 cm)) PWD SOR Ch.-27 SI-New Item 6(c)
22Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. 80 mm x 60 mm rectangular with diffinitation plate (20 cm x 50 cm) PWD SOR Ch.-27 SI-New Item 6(d)
23Providing 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.With 7 years warranty.Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of workexcluding GST. (90 cm high octagon) PWD SOR Ch.-27 SI-New Item 6(g)
24Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender.30 x 90 cm (Left/Right) Object Hazard PWD SOR Ch.-27 SI-New Item 6(j)
25Reflective Raised Pavement Marker Providing and fixing of raised pavement markers (Cat Eye) Type x-ASTMD-4956-04 Avery Dennision/3m(USA Make) having moulded body of polycarbonate, ASA, HIPS or ABS able to support a load of 13.635 M.T. tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H Circular, its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light), electronically welded to the body. The length, height and width of the body shall not exceed 130 mm, 20 mm and 105 mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm . on each side sloping at the angle of 35 + 5 degree to the base to ensure maximum reflectively. it shall comply to specification of Category A of MoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate conforming to ASTMD 788 or equivalent.With 7 years warranty. Rate shall be inclusive of all taxes, royalty, etc. All T&P/ machine material and labour required for proper completion of work. PWD SOR Ch.-27 SI-New Item 10
26Providing and fixing of M.S. informatory sign board of size 1x1.5 mt. with frame of 40X40X5mm angle iron and diagonal braces of 30X5mm flat iron. 16 S.W. gauge M.S. Sheet shall be fixed on the M.S. Frame including one coat of ready mixed priming paint and two coats of apporved superior quality ready mixed paint on the whole structure and also painting letters on M.S. Sheet firmly fixed to the ground with 15 grade cement concrete 35x35x35 B.G.L. Complete as per approved drawing and direction of Engineer-in-charge. (A.R.)
27Utility shifting such as water line, Street light, Camera Line etc. as per site requirement and as per instruction of E/I. (Payment will be done item wise work excuted at site )

AI Tender Summary

OUR REF NO 42145890
AUTHORITY Local Bodies
TENDER VALUE 35.24 Lakhs
LAST DATE 29-02-2024
Authority
Authority Name Saharanpur Development Authority
Work Description Junction Improvement And Road Marking Work At Vishwakarma Chowk In Saharanpur
Basic Detail
Tender No 297/3/Infra/SDA/2023-24
Bidding Type Tender
Location
City saharanpur
State Uttar Pradesh
Key Dates
Publish Date 09 Feb 2024
Submission Date 29 Feb 2024
Open Date 29 Feb 2024
Finance
Tender Value 35.24 Lakhs
Tender Fee 2860
EMD 3.53 Lakhs
Exemption Not Available
Document List
879b505e-e715-469b-8105-487c3158c1b7.html
BOQ_1535032.xls
Tendernotice_1.pdf

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Tender Timeline

Feb 09, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 29, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 29, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

879b505e-e715-469b-8105-487c3158c1b7.html

xls

BOQ_1535032.xls

pdf

Tendernotice_1.pdf

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