Tender For Strengthening And Black Topping Malegaon To Gondhegaon Vr-131(Km 0/00 To 1/00) Tq.Jalna Dist.Jalna
Tender Value
50.53 Lakhs
Estimated cost
Bid Submission
31 Jul 2026
0 days left
EMD
51000
Bank guarantee accepted
Document Fee
5100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalna → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Strengthening And Black Topping Malegaon To Gondhegaon Vr-131(Km 0/00 To 1/00) Tq.Jalna Dist.Jalna
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges |
| 2 | Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum rtype mixer with SCADA with crushed sand) SSR 22-23 Item NO.11.04 |
| 3 | Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter ( excluding reinforcement) with coarsen and fine aggregate Using V.S.I.Quality Artifitial Sand etc. complete with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. |
| 4 | Providing, 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 B (11.2 mm) Aggregate). SSR 2022-23 ITEM NO 3.19 |
| 5 | Providing, 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) Item No.3.20 |
| 6 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) Item No.3.37a |
| 7 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with 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)SSR.NO 4.11 |
| 8 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates). SSR 2022-23 ITEM NO 3.31 |
| 9 | Providing 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 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)SSR.NO 4.01 |
| 10 | Supplying hard murum / kankar at the road site, including conveing and stacking complete. SSR INO.2.29 |
| 11 | Spreading hard murum for side width etc. complete SSR INO.2.30 |
| 12 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.. SSR ITEM NO 2.31 |
| 13 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) 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 etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge.DSR I NO.6.36 |
| 14 | Basic Test Cement -Standard Consistancy Fineness, Specific Gravity, SettingTime ( Initial & Final ), Compressive Strength, Soundness |
| 15 | Compressive Strength Of CC Cube (Set Of 3 Cube) |
| 16 | BASIC TEST OF AGGREGATE Water Absorption, Specific Gravity. Impact Value Crushing Value. |
| 17 | Soil /Murum Liquid Limit & Plastic Limit |
| 18 | Bitumen Test-Penetration, Softning Point,Flash & Fire Point,Spacific Gravity, |
| 19 | Extraction Test(Bitumenious Mix) |
| 20 | Add For Royalty Charges For Sand |
| 21 | For Distt. Mineral Foundation Cess |
| 22 | Add For Royalty Charges 40mm Metal & Above |
| 23 | Add For Labour Cess 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayAug 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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