Tender For Flood Damage Repairs To Nandurbar Sakri Manmad Road Msh-8 Km.130/300 Tal.Sakri Dist. Dhule
Tender Value
62.52 Lakhs
Estimated cost
Bid Submission
28 Oct 2026
0 days left
EMD
62600
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhule → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Flood Damage Repairs To Nandurbar Sakri Manmad Road Msh-8 Km.130/300 Tal.Sakri Dist. Dhule
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling stone masonry in lime or cement mortar including stacking the materils asdirected with all leads, lifts etcetra. |
| 2 | Excavation 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 Etcetera complete. (By Mechanical Means) |
| 3 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed Etcetera complete. |
| 4 | Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed Etcetera complete. |
| 5 | Providing and laying Cast in situ/Ready Mix cement concrete in Mix-15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish Indian Standards to be provided, finishing uneven and honeycombed surface and curing Etcetera complete. The Cement Mortar 1:3 plaster Indian Standards considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin Etcetera (Wooden centering will not be allowed.), with fully automatic micro processor based Programmable logic controller without Supervisory Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) Etcetera complete. With fine aggregate (Crushed sand Verticle Shaft Impactor Grade) |
| 6 | Providing and laying in situ / ready mix Mix-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings Etcetera including provision 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 form work centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in Cement Mortar 1:3 Etcetera complete. |
| 7 | Providing and laying in situ / ready mix controlled Mix-25 cement concrete of of 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 Etcetera 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 Etcetera) |
| 8 | Providing and laying in situ / ready mix Mix-20 Reinforced Cement Concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing Etcetera complete. (excluding reinforcement, 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 Etcetera) Reinforced Cement Concrete work of Ballast walls and Kerb |
| 9 | Providing and laying in situ / ready mix Mix-25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work in solid/ deck slab Etcetera including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement Etcetera complete. (with fully automatic micro processor based Programmable logic controller without Supervisory Control and Data Acquisition enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Verticle Shaft Impactor sand finely washed Etcetera) |
| 10 | Providing, cutting, bending, hooking, tying and laying in position Thermo Mechanical Treated FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings Etcetera complete. |
| 11 | Providing expansion joints with 25 milimetre thick bituminous pad as per detailed drawings Etcetera complete. |
| 12 | Providing and laying weep holes of 100 milimetre diameter Polynvinyl Cloride pipes as per drawing for abutment returns, return walls Etcetera Complete. |
| 13 | Providing tar paper bearing including laying in proper position Etcetera complete. |
| 14 | Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of Ministry of Roads Transportation and Highway specifications to a thickness of not less than 600 milimetre with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications Etcetera complete. |
| 15 | Providing 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 etcetra complete. |
| 16 | Providing 100 milimetre diameter Galvanised Iron water spouts as per detailed drawings in Reinforced Cement Concrete slab and wearing surface / kerb Etcetera complete. |
| 17 | Providing selected hard murum filling including laying in layers of 15 to 20 centimetre with watering and compacting Etcetera complete. |
| 18 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density Etcetera complete (Material obtained from departmental Land) |
| 19 | 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 milimetre) Aggregate) |
| 20 | 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 milimetre) Aggregate) |
| 21 | Providing and constructing 75 milimetre thick Modified Penetration Macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 Kilogramme 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 506 Etcetera complete. Including picking of existing Water Bound Macadam surface. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) |
| 22 | BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with Vehicle Tracking System, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 50 milimetre compacted thickness with drum mix type hot mix plant without Supervisory Control and Data Acquisition having complying essential features of Hot mix plant as per Indian Road Congress-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and Programmable logic controller for Drum Mix plant ,Sensor paver,and Vibratory roller including Tack coat etcetra complete --Bitumen 3.30% of specified grade (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) |
| 23 | Open Graded Premix Surfacing- Providing and Laying Open Graded Carpet 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 rolling to achieve the desired compaction but including tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant without Supervisory Control and Data Acquisition, Paver and Vibratory roller (Over Modified Penetration Macadam Surface) (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) |
| 24 | 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 at 0.98 Kilogramme per Square metre by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 Metric Tonne Etcetera complete. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) |
| 25 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 26 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. |
| 27 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering Etcetera complete. |
| 28 | Providing and laying cement concrete pipe of Indian Standards 458:2003 Non Pressure-3 class of 600 milimetre diameter in proper line, level and slope Etcetera complete. |
| 29 | 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 1.20 metre x 0.90 metre size made out 18 gauge (1.25 milimetre) 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 Steel angle of size 35 x 35 x 3 milimetre frame with properly cross braced Mild Steel angles of size 35 milimetre x35 milimetre x3 milimetre duly painted including Two Mild Steel angle iron posts of size 65 milimetre x 65 milimetre x 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including, excavation, refilling, transportation, and labour Etcetera complete. |
| 30 | Laboratory testing ChargesStandard Consistency Fineness, Specific Gravity, Setting Time ( Initial & Final), Compressive Strength, Soundness for Cement |
| 31 | Water Absorption, Specific Gravity,Impact Value/Crushing Value. for Crushed metal |
| 32 | Sieve Analysis. |
| 33 | Flakiness Index & Elongation Index. |
| 34 | Abrassion Value |
| 35 | Soundness |
| 36 | Sand : Fineness Modulus (Sieve Analysis), Silt and Clay Content |
| 37 | Silt Factor |
| 38 | Steel : Yield Stress, Ultimate tensile stress, Elongation, Wt. per Running Metre Upto 16 mm |
| 39 | Yield Stress, Ultimate tensile stress, Elongation, Wt. per Running Metre above 16 mm |
| 40 | Compressive Strength test for Cement Concrete |
| 41 | Mix Design |
| 42 | Liquid and plastic limit for Murum |
| 43 | Royalty Charges for Sand |
| 44 | Royalty Charges for Other Material Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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