Housing Urban and Rular Development Government Departments Closing in 0 days TDR #31458300

Improvement With C.D. Work, Gutter On Sh-232 To Kendrewadi Dhavdi Road Near Let. Gopinathrao Munde Chowk Km 0 / 00 To 1 / 500 Vr-78 Tq.Ambajogai

Issued by Government Departments · ambajogai, Maharashtra
Tender Value
1.74 Crore
Estimated cost
Bid Submission
01 Apr 2022
0 days left
EMD
1.50 Lakhs
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Improvement With C.D. Work, Gutter On Sh-232 To Kendrewadi Dhavdi Road Near Let. Gopinathrao Munde Chowk Km 0 / 00 To 1 / 500 Vr-78 Tq.Ambajogai

BOQ

Name of Work: Improvement with Bridge and C.D. Work Construction on Late Gopinathrao Munde Chowk SH-232 to Kendrewadi Dhawadi Road VR-78 Km. 0/00 to 1/500 Tq. Ambajogai
Sl. No. Item Description
1Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
2Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.
3Providing, 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 and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mili metre Aggregate)
4Providing, 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 and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)
5Providing and constructing 75 mili metre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mili metre stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kilogram/Square Metre, spreading 12 mili metre size chips compacting with three wheel static roller having weight 8 to 10 Metric Tonne. to achieve the desired degree of compaction as per Technical Specification Clause 506 etcetera complete. Including picking of existing Water Bound Macadam surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
6Providing and constructing 50 mili metre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mili metre stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting), heating and spraying the bitumen of specified grade @ 1.75 Kilogram / Square Metre, spreading 12 mili metre size chips compacting with Static roller having weight 8 to 10 Metric Tonne. to achieve the desired degree of compaction as per Technical Specification Clause 506 etcetera complete, including applying tack coat of bitumen of specified grade at the rate of 0.30 Kilogram Square metre(on existing bitumen surface.)
7Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry Black Topped surface 3 Kilogram/10 Square metre (VG-30 bulk bitumen rates are considered to arrive at rates)
8Open Graded Premix Surfacing- Providing and Laying Open Graded Carpet 20 mili metre thickness composed of 13.2 mili metre to 5.6 mili metre aggregates premixed with bituminous binder transported to site with Vehicle Tracking System (VTS), laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)
9Providing 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. etcetera complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
10Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
11Spreading hard murum/ soft murum/ gravel or kankar for side width complete
12Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etcetera complete.
13Providing and fixing 1:2:4 ordinary Kilometre stones as per Indian Road Congress standard including fixing in standard size in Cement Concrete 1:4:8 block including curing, painting lettering etcetera complete.
14Providing and fixing Reinforced Cement Concrete 200 metre stones as per Indian Road Congress standard including fixing in standard size in Cement Concrete 1:4:8 block including curing, painting lettering etcetera complete.
15Providing and fixing stream lined M-20 grade Reinforced Cement Concrete guard stone including mild steel bar reinforcement etcetera complete.
16Providing and fixing cautionary / warning sign board of size 60 centi metre having shape of equilateral triangle with apex point upwards. prepared on 16 gauge Mild Steel sheet including painting with one coat of zinc chromate stoving primer and two coats each of white back ground, red border and backside gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol / letters / numerals / border / arrow, coated with non pealable crystal clear protective transparent coat retaining 100% reflection including one number of Mild Steel Angle iron post of size 50 x 50 x 5 mili metre of 3.65 metre long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 centi metre fixing board and post with 2 Numbers high strength Galvanised Iron bolts and nuts of size 10 mili metre diametre and 20 mili metre long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 centi metre x 60 centi metre x 75 centi metre size etcetera complete. 60 centi metre equilateral triangle Mild Steel sheet with Engineering grade,
17Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etcetera\", having rectangular shape of 1.20 metre x 0.90 metre size made out 18 gauge (1.25 mili metre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etcetera with approved colour shade paint complete, on Mild Steelangle of size 35 x 35 x 3 mili metre frame with properly cross braced Mild Steel angles of size 35 mili metrex35 mili metrex3 mili metre duly painted including Two Mild Steel angle iron posts of size 65 mili metre x 65 mili metre x 6 mili metre, 3.65 meter long painted with alternate black and white bands of 25 Centi Metre width including all fixtures etceteraand fixing the boards in 1:4:8 concrete block of size 60 Centi Metre x 60 Centi Metre x 75 Centi Metre including, excavation, refilling, transportation, and labour etcetera complete. Spec. No. As directed by Engineer in Charge
18Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (Natural Sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mili metre,, cement content not to be less than 150 Kilogram/ Cubic Metre, Optimum Moisture Content (OMC)to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etcetera complete.
19Providing and laying in-situ M-30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate(VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6 metre X 0.6 metre centre to centre, admeasuring 80 mili metre at bottom and 40 mili metre at top with depth of 75 mili metre and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
20Providing and fixing in position Thermo Mechanical Treated (TMT) FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mili metre diametre 70 centi metre long and at 30.00 centi metre centre to centre and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of Thermo Mechanical Treated (TMT) FE 500, chairs with proper alignment etcetera complete.
21Providing and fixing in position Thermo Mechanical Treated (TMT) FE 500, 25 mili metre diametre dowel bars precoated with anticorrosive epoxy paint of required diametre 60 centi metre Long and at 30.00 centi metre centre to centre and wherever directed including handling, straightening, necessary cutting supported by Thermo Mechanical Treated (TMT) FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etcetera complete.
22Cutting transverse contraction joints 3 to 4 mili metre wide and depth 60 mili metre .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etcetera complete including subsequent widening of the groove 8 to 10 mili metre wide at top having depth of 15 mili metre as directed by Engineer incharge.
23Providing to contraction joints polysuphide sealant (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealant reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mili meter 4 mili metre joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealant is applied and applying primer. (A) Contraction and longitudinal joints (15 mili metre deep x 8 mili metre wide)
24Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet Confirming to Indian Standard 3395 : 1997 below concrete pavement including all materials and labour complete.
25Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etcetera complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine aggregates of required specifications ( Natural sand / VSI sand finely washed etcetera ), cement 6.40 bags/Cubic Metre)
26Providing, cutting, bending, hooking, tying and laying in position Thermo Mechanical Treated (TMT) FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings etcetera complete.
27Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etcetera
28Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900 mli metre diametre etcetera complete.
29Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etcetera complete. a) Upto 1.50 metre lift Normal Rate
30Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etcetera complete. (with reversible drum type mixer with SCADA with fine aggregates of required specifications (Natural sand / VSI sand finely washed etcetera )
31Providing cast in situ / ready mix M-20 grade cement concrete for head walls of Cross Drainage Work / retaining walls etcetera including necessary form work, compaction, finishing and curing etcetera complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA
32Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000 mili metre diameter in proper line, level and slope etcetera complete.
33Providing cast in situ / ready mix block of M-10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etcetera complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine aggregates of required specifications (Natural Sand/ VSI sand finely washed etcetera ), cement 4.05 bags/Cubic Metre)

AI Tender Summary

OUR REF NO 31458300
AUTHORITY Government Departments
TENDER VALUE 1.74 Crore
LAST DATE 01-04-2022
Authority
Authority Name Public Works Department
Work Description Improvement With C.D. Work, Gutter On Sh-232 To Kendrewadi Dhavdi Road Near Let. Gopinathrao Munde Chowk Km 0 / 00 To 1 / 500 Vr-78 Tq.Ambajogai
Basic Detail
Tender No Ambajogai_PWD_06_2021_22
Bidding Type Tender
Location
City ambajogai
State Maharashtra
Key Dates
Publish Date 14 Mar 2022
Submission Date 01 Apr 2022
Open Date 04 Apr 2022
Finance
Tender Value 1.74 Crore
Tender Fee 1120
EMD 1.50 Lakhs
Exemption Not Available
Document List
ca671bb7-eea2-48ec-8ac5-f63f3b78b864.html
04_Bridge_Kendrewadi_Km_0.pdf
BOQ_1300973.xls
Tendernotice_1.pdf

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Tender Timeline

Mar 14, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Apr 01, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Apr 04, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

ca671bb7-eea2-48ec-8ac5-f63f3b78b864.html

pdf

04_Bridge_Kendrewadi_Km_0.pdf

xls

BOQ_1300973.xls

pdf

Tendernotice_1.pdf

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