Housing Urban and Rular Development Government Departments Closing in 0 days TDR #28567789

Construction Of Minor Bridge On Sh-14 To Malgaon To Malamba Road Vr-30 Tal.Sakri Dist. Dhule

Issued by Government Departments · Sakri, Maharashtra
Tender Value
41.60 Lakhs
Estimated cost
Bid Submission
02 Aug 2021
0 days left
EMD
41700
Bank guarantee accepted
Document Fee
560
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Sakri → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Minor Bridge On Sh-14 To Malgaon To Malamba Road Vr-30 Tal.Sakri Dist. Dhule

BOQ

NAME OF WORK :-Construction of Minor Bridge on SH-14 to Malgaon to Malamba Road VR-30 Tal.Sakri Dist.Dhule
Sl. No. Item Description
1Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50 metre including alllifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades & section, wateringand compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete. (Material obtained from departmental Land)
2Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.
3Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50 metre to 300 metre inclusive from the site of excavation to the site of deposition as directed.
4Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means)
5Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
6Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
7Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
8Dewatering on Brake Horse Power basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 Brake Horse Power pump etc. complete. (prior approval of Superintending Engineer will be necessary)
9Providing and fixing 25 milimetre diameter steel anchor dowel in hard rock including drilling hole of 32 milimetre diameter up to 0.75 metres depth, placing the dowel in position and effectively grouting the hole with centimetre 1:1 proportion etc. complete.
10Providing and laying in situ / ready mix / ready mix Mix-10 cement concrete of trap/ granite/ quartzite/ gneiss metalin foundationincluding necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based Programmable logic controller without Supervisory Control and Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)
11Providing and laying in situ / ready mix Mix-20 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of \"V\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibratingandcuringcomplete,includingplywood/steel formworkcentering(excluding dewatering by means of pump) and including bailling out water and curing finishing in centimetre 1:3 etc. complete. as directed by engineer in chargebasic rate shall be increased for height above 5..00 metre in followinh mannersb) Height upto 5 Metre (With Batch Mix Plant)With fully automatic micro processor based Programmable logic controller without Supervisory Control and Data Acquisition enable with fine agreegates of required specifications ( Verticle Shaft Impactor sand finely washed etc )i) Height up to 5 metre, normal rate.ii) Height 5 to 7.50 metre add 5 percent extra over basic rate.iii) Height 7.50 to 10 metre, 7.50 percent extra.iv) Over 10 metre Height, add 10 percent extra for every 2.50 metre rise.
12Providing and laying in situ / ready mix controlled Mix-20 cement concrete ofof trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in Cement Mortar 1:3 and curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications (Verticle Shaft Impactor sand finely washed etc)
13Providing and laying in situ / ready mix Mix-20 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu Reinforced Cement Concrete solidpiers,column etc . includingprovision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and including centimetre 1:3curing complete.a) Height upto 5 Metre (With Concrete Mixer)i) Height up to 5 metre, normal rate.ii) Height 5 to 7.50 metre, add 5 percent extra over basic rate.iii) Height 7.50 to 10 metre, 7.50 percent extra.iv)Over 10 metre Height,add10percentextraforevery2.50 metre rise withfineagreegatesof required specifications ( Verticle Shaft Impactor sand finely washed etc )
14Providing and laying in situ / ready mix Mix-25 controlledcementconcrete oftrap/granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work in solid/ deck slab etc. including ramming, vibrating, curing,formwork,centeringandfinishingincementplasterexcludingreinforcement etc. complete. (with fully automatic micro processor based Programmable logic controller without Supervisory Control and Data Acquisition enabledconcrete batch mix plant / pan mixer and fine agreegates of required specifications ( Verticle Shaft Impactor sand finely washed etc )i) Height up to 5 metre, normal rate.ii) Height 5 to 7.50 metre, add 5 percent extra over basic rate.iii) Height 7.50 to 10 metre, 7.50 percent extra.iv) Over 10 metre Height, add 10 percent extra for every 2.50 metre rise.
15Providing, cutting, bending, hooking, tyingand laying in position Thermo Mechanical Tested FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings etc. complete.
16Providing and laying in situ / ready mix Mix-20 Cement Concrete of trap/ granite/ quartzite/ gneiss metal for wearing course 8 centimetre thick including compacting, finishing, curing andfilling in joints with bitumen etc. complete. (with fully automatic micro processor based Programmable logic controller without Supervisory Control and Data Acquisition enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Verticle Shaft Impactor sand finely washed etc )
17Providing expansion joints with 25 milimetre thickbituminous pad as perdetailed drawings etc. complete.
18Providing and laying weep holes of 100 milimetre diameter Polynvinyl Cloride pipes as per drawing for abutment returns, return walls etc. Complete.
19Providing tar paper bearing including laying in proper position etc. complete.
20Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)
21Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
22Providing Reinforced Cement Concrete railing of cast in situ / ready mix Reinforced Cement Concrete posts with Mix-20 Cement Concrete of trap/ granite/ quartzite/ gneiss metal for horizontal and vertical members as per detailed drawings including reinforcement, scaffolding,centering, formwork, compaction, finishing and curing with watering chemical compound etc. complete. (fully automatic micro processor based Programmable logic controller with Supervisory Control and Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) fine agreegates of required specifications (Verticle Shaft Impactor sand finely washed etc )
23Providing 100 milimetre diameter Galvanised Iron water spouts as per detaileddrawings in Reinforced Cement Concrete slab and wearing surface / kerb etc. complete.
24Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.
25Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50 metre to 300 metre inclusive from the site of excavation to the site of deposition as directed.
26Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering andcompacting withvibratoryroller tothe requireddensity. By MechanicalMeans-Grading I (UsingScreeningTypeB(11.2milimetre) Aggregate)
27Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill upthe interstices of coarse aggregate, watering and compacting with vibratory roller to the requireddensity. By Mechanical Means - Grading II(Using Screening Type B (11.2milimetre) Aggregate)
28Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
29Spreading hard murum/ soft murrum/ gravel or kankar for side width complete.
30Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
31Providing and constructing 75 milimetre thick Modified Penetraction Macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone layersmetal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting), heating and spraying the bitumen of specified grade@ 2 Kilogram per Square Metre, spreading 12 milimetre size chips compacting with three wheel static roller having weight 8 to 10 Metric Tonne to achive the desired degree of compaction as per Technical Specification Clause 506etc.complete, including applying tack coat of specifiedgrade of bitumen at the rate of 0.30 Kilogram Square Metre on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
32Open Graded Premix Surfacing- Providing and Laying OGC 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment, and rollingtoachievethedesiredcompactionbut including tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with Supervisory Control and Data Acquisition, Paver and Vibratory roller( over Black Top Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)
33Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 Kilogram Square Metre. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 Metric Tonne etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
34Providing and fixing steel pipe delineators of 10 centimetre in diameter and total height of 130 centimetre, provided with 2 strips of white retroreflective sheeting of size 5 centimetre x 32.5centimetre each fixed horizontally and 2 strips of red retroreflective sheeting each having size5 centimetre x 32.5 centimetre fixed horizontally at top, with Mild Steel round cap having diameter 11 centimetre and wire mesh at top (10 guage thick) and height of wire mesh 15 centimetre, Mild Steel hold fast 6 milimetre thick with 35 centimetre in length, fixing the delineators in Cement Concrete 1:4:8 concrete block of size 25 centimetre x 25 centimetre x 45 centimetre with necessary excavation etc. complete.

AI Tender Summary

OUR REF NO 28567789
AUTHORITY Government Departments
TENDER VALUE 41.60 Lakhs
LAST DATE 02-08-2021
Authority
Authority Name Public Works Department
Work Description Construction Of Minor Bridge On Sh-14 To Malgaon To Malamba Road Vr-30 Tal.Sakri Dist. Dhule
Basic Detail
Tender No Dhule/ETN_No.9/2021-22
Bidding Type Tender
Location
City Sakri
State Maharashtra
Key Dates
Publish Date 19 Jul 2021
Submission Date 02 Aug 2021
Open Date 04 Aug 2021
Finance
Tender Value 41.60 Lakhs
Tender Fee 560
EMD 41700
Exemption Not Available
Document List
4f573be7-9a43-469b-a316-a37beb9e2c9c.html
1_SH_14_to_Malgaon_to_Mal.pdf
BOQ_1220197.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 19, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 02, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 04, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

4f573be7-9a43-469b-a316-a37beb9e2c9c.html

pdf

1_SH_14_to_Malgaon_to_Mal.pdf

xls

BOQ_1220197.xls

pdf

Tendernotice_1.pdf

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