Housing Urban and Rular Development Government Departments Closing in 0 days TDR #38222423

Tender For Permanent Restoration Work Of Pipe Culvert And Protection Work Package No 08/Scr/2023-24/Cd Work

Issued by Government Departments · sanchore, Rajasthan
Tender Value
26.19 Lakhs
Estimated cost
Bid Submission
22 Jun 2023
0 days left
EMD
52380
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Permanent Restoration Work Of Pipe Culvert And Protection Work Package No 08/Scr/2023-24/Cd Work

BOQ

Name of work :-Permanent resoration work of pipe culvert & Protection work Package No 08/SCR/2023-24/CD Work
Sl. No. Item Description
1(A) Arnay to Sutharonki Dhaniin km 4/00:- Clearing and grubbing road landincluding uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth upto 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201 By mechanical Means .In area of thorny jungle
2Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In Hard Soil When excavation and loading is done mechanically using Bull Dozar, F.E.Loader and carriage is done by tipper/dumper (6T capacity).
3Compensation for earth, taken from private land with all lead and lift (Land to be arranged by private negotiations by the contractor) [MoRTH Specification : Clause 301to 305].
4Extra for laying earth as per specification for compaction in 200 mm thick loose layers and dressing [MoRTH Specification Clause 305.3.5].BY MECHANICAL MEANS, using Motor Grader, from earth in stock piles with all lead and lift but excluding rolling and watering.
5Extra for watering the earth to bring the earth upto required O.M.C excluding rolling
6Extra for rolling to specification with Power Roller,8-10 tonne when earth is at suitable moisturecontent with dry field density not less than 95 %of maximum dry density (Ordi-nary Proctertest).excluding watering.
7Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (incl. lead upto 1000M & all lifts)c)For Grading IMaterial
8Extra rate for carriage of mixed material additional lead
9Construction of dry lean cement concrete subbaseover a prepared sub-grade with coarse andfine aggregate conforming to IS: 383, the size ofcoarse aggregate not exceeding 25 mm ,aggregate cement ratio not to exceed 15:1 ,aggregate gradation after blening to be as perTable 600-1, cement content not to be less than150 Kg/Cum, optimum moisture content to bedetermined during trial length construction,concrete strength not to be less than 10 Mpa at 7days, mixed in a batching plant as per mixdesign, transported to site, laid with a hydrostaticpaver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curingcomplete as per MoRTH specification clause601.
10Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602.
11Protection Wall :- Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304]In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m
12Providing and laying mechnically 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.[MoRTH Specification : Clause 1000/1700]Cement concrete 1:4:8 mix withstone aggregate 40 mm hand broken aggregate.
13Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:6
14Plain/reinforced cement concrete in substructure complete as per drawing and tePCC Grade M-20 Technical specifications MoRTH Section 1500,1700, 2200.Height upto 5.00m.
15Providing Cement pointing 1:2 deep variety (cut or weather) on brick, stone and tile work at all levels.[MoRTH Specfication : Clause 1000/1300]
16Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specfication : Clause : 1000/2900]. 1000 mm dia
17Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign boardis 2.85m. upto foundation level post duly paintedin black & white synthetic enamel.fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801. 60 Cm equilateral triangle
18Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign boardis 2.85 m. upto foundation level post duly painted in black and white synthetic enamelalternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. Double angle post 180 cm. X 120 cm.

AI Tender Summary

OUR REF NO 38222423
AUTHORITY Government Departments
TENDER VALUE 26.19 Lakhs
LAST DATE 22-06-2023
Authority
Authority Name Public Works Department
Work Description Permanent Restoration Work Of Pipe Culvert And Protection Work Package No 08/Scr/2023-24/Cd Work
Basic Detail
Tender No EE/SCR/02/2023/Sanchore
Bidding Type Tender
Location
City sanchore
State Rajasthan
Key Dates
Publish Date 16 Jun 2023
Submission Date 22 Jun 2023
Open Date 23 Jun 2023
Finance
Tender Value 26.19 Lakhs
Tender Fee 500
EMD 52380
Exemption Not Available
Document List
97787ae7-7e1f-48e1-9d93-06375a33b678.html
BOQ_610772.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf
Tendernotice_4.pdf
Tendernotice_5.pdf

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Tender Timeline

Jun 16, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 22, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jun 23, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

97787ae7-7e1f-48e1-9d93-06375a33b678.html

xls

BOQ_610772.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

pdf

Tendernotice_4.pdf

pdf

Tendernotice_5.pdf

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