Tender For Baba Nanam Nagar Nh-53 To Avdhan Upto Nh-60 & Avdhan Road And Ranmal Nh-52 And Jail Road Nh-53 Upto Sh 15 (A) (Construction Of Minor Bridge On Nh-211 To Ranmala Avadhan Chitod Dhule Morane Gondur Nagaon Road Sh-18 Km.3/200 (Near Ranmala Vi
Tender Value
2.01 Crore
Estimated cost
Bid Submission
03 Aug 2026
6 days left
EMD
1.50 Lakhs
Bank guarantee accepted
Document Fee
2360
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 Baba Nanam Nagar Nh-53 To Avdhan Upto Nh-60 & Avdhan Road And Ranmal Nh-52 And Jail Road Nh-53 Upto Sh 15 (A) (Construction Of Minor Bridge On Nh-211 To Ranmala Avadhan Chitod Dhule Morane Gondur Nagaon Road Sh-18 Km.3/200 (Near Ranmala Village) Tal.Dist.Dhule)
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 milimeter, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 milimeter in thickness. |
| 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 et-cetra complete. ( By or manaual Means ) a) Upto 1.50 meter lift Normal Rate b) 1.50 meter to 3.00 meter lift, Add 10 percent) 3.00 meter to 4.50 meter lift, Add 20 percent d) 4.50 meter to 6.0 meter lift, Add 30 percent |
| 3 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et-cetra complete. a) Upto 1.50 meter lift Normal Rate b) 1.50 meter to 3.00 meter lift, Add 10 percent c) 3.00 meter to 4.50 meter lift, Add 20 percent d) 4.50 meter to 6.0 meter lift, Add 30 percent. |
| 4 | Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et-cetra complete.a) Upto 1.50 meter lift Normal Rate b) 1.50 meter to 3.00 meter lift, Add 10 percent c) 3.00 meter to 4.50 meter lift, Add 20 percent d) 4.50 meter to 6.0 meter lift, Add 30 percent. |
| 5 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et-cetra complete. a) Upto 1.50 meter lift Normal Rate b) 1.50 meter to 3.00 meter lift, Add 10 percent c) 3.00 meter to 4.50 meter lift, Add 20 percent d) 4.50 meter to 6.0 meter lift, Add 30 percent. |
| 6 | Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed et-cetra complete. a) Upto 1.50 meter lift Normal Rate b) 1.50 meter to 3.00 meter lift, Add 10 percent c) 3.00 meter to 4.50 meter lift, Add 20 percent d) 4.50 meter to 6.0 meter lift, Add 30 percent. |
| 7 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds et-cetra as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 Brake Horse Power pump et-cetra complete. (prior approval of Superintending Engineer will be necessary) |
| 8 | Providing and laying in situ or ready mix or ready mix Mix-10 cement concrete of trap metal in foundation including necessary centering, formwork, bailing out water, compacting and curing et-cetra complete. (with fully automatic micro processor based Programmable Logic Controller with Supervisory control and data acquisition enabled with reversible drum type mixer or concrete batch mix plant (pan mixer) with natural or artifical sand) |
| 9 | Providing and laying in situ or ready mix Mix-20 plain cement concrete of trap metal for cast in citu piers, abutment, returns, wings et-cetra 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 or steel form work centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in Cement Morter 1:3 et-cetra complete as directed by engineer in charge basic rate shall be increased for height above 5.00 meter in followinh manners (a) Height upto 5 Meter (With Concrete Mixer) With fine agreegates of required specifications (Vertical Shaft Impact sand finely washed et-cetra) i) Height up to 5 meter, normal rate. ii) Height 5 to 7.50 meter, add 5 percent extra over basic rate iii) Height 7.50 to 10 meter, 7.50 percent extra iv) Over 10 meter Height, add 10 percent extra for every 2.50 meter rise. |
| 10 | Providing and filling annular space around footing in rock by using concrete of Mix-15 grade et-cetra complete. |
| 11 | Providing and laying in situ or ready mix controlled Mix-25 cement concrete of of trap metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood or steel formwork, compacting by vibrating, finishing in Cement Mortar 1:3 and curing et-cetra complete (Excluding reinforcement) With reversible drum type mixer or concrete batch mix plant (pan mixer). with fine agreegates of required specifications (Vertical Shaft Impact sand finely washed et-cetra) |
| 12 | Providing and laying in situ or ready mix Mix-25 Reinforced Cement Concrete of trap metal for Reinforced Cement Concrete work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing et-cetra complete. (excluding reinforcement, with fully automatic micro processor based Programmable Logic Controller with Supervisory control and data acquisition enabled concrete batch mix plant or pan mixer with fine agreegates of required specifications (Vertical Shaft Impact sand finely washed et-cetra) Reinforced Cement Concrete work of Ballast walls and Kerb. |
| 13 | Providing and laying in situ or ready mix Mix-30 controlled cement concrete of trap metal for Reinforced Cement Concrete work in solid/ deck slab et-cetra including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement et-cetra complete. (with fully automatic micro processor based Programmable Logic Controller with Supervisory control and data acquisition enabled concrete batch mix plant or pan mixer and fine agreegates of required specifications ( Vertical Shaft Impact sand finely washed et-cetra ) i) Height up to 5 meter, normal rate. ii) Height 5 to 7.50 meter, add 5 percent extra over basic rate. iii) Height 7.50 to 10 meter, 7.50 percent extra. iv) Over 10 meter Height, add 10 percent extra for every 2.50 meter rise. |
| 14 | Providing tar paper bearing including laying in proper position et-cetra complete. |
| 15 | Providing expansion joints with 25 milimeter thick bituminous pad as per detailed drawings et-cetra complete. |
| 16 | Providing and laying in situ or ready mix Mix-30 Cement Concrete of trap metal for wearing course 8 centimeter thick including compacting, finishing, curing and filling in joints with bitumen et-cetra complete (with fully automatic micro processor based Programmable Logic Controller with Supervisory control and data acquisition enabled concrete batch mix plant or pan mixer with fine agreegates of required specifications (Vertical Shaft Impact sand finely washed etc ) |
| 17 | Providing, cutting, bending, hooking, tying and laying in position Thermo Mechanically Treated Ferrous 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings et-cetra complete. |
| 18 | Providing and laying of filter media with granular materials or stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of Ministry of Road Transport and Highway specifications to a thickness of not less than 600 milimeter 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 et-cetra complete. |
| 19 | 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 et-cetra complete. |
| 20 | Providing railing of mild steel angle post 2.0 meter center to center of section 75 milimeter x 75 milimeter x 10 milimeter or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30 centimeter including hold fast of 25 milimeter diameter Mild Steel bar welded at the bottom and concreting of 1:3:6 of size 30 centimeter x 30 centimeter x 30 centimeter with three rows of 40 milimeter B class Galvanized Iron pipe provided at 30 centimeter on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete et-cetra complete. |
| 21 | Providing and laying weep holes of 100 milimeter diameter Polyvinyl chloride pipes as per drawing for abutment returns, return walls et-cetra Complete. |
| 22 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications et-cetra complete. (by granular material) |
| 23 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50 meter including all lifts, laying in layers of 20 centimeter to 30 centimeter thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller to achieve not less than 97 percent of standard proctor density et-cetra complete ( Material obtained from departmental Land) |
| 24 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader or Paver on prepared surface, mixing by mix in place method with rotavator at Optimum Moisture Content, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material. |
| 25 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand or Vertical Shaft Impact grade finely washed crushed sand) conforming to Indian Standard: 383, the size of coarse aggregate not exceeding 25 milimeter, cement content not to be less than 150 kilogram per cubic meter, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mega Pascal at 7 days, mixed in a batching plant or Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor or by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required et-cetra complete. with fully automatic micro processor based Programmable Logic Controller with Supervisory control and data acquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) et-cetra complete. |
| 26 | Providing and laying in-situ Mix-30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand or Vertical Shaft Impact grade finely washed crushed sand) conforming to Indian Standard 383, using fine and coarse aggregates combined gradation as per Table 600-3 of Ministry of Road Transport and Highway Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound or by providing cement vata in cement Mortar 1:8 at 0.6 meter X 0.6 meter centre to centre, admeasuring 80 milimeter at bottom and 40 milimeter at top with depth of 75 milimeter and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based Programmable Logic Controller with Supervisory control and data acquisition enabled reversible Drum Type mixer or concrete Batch mix plant (Pan mixer) et-cetra complete. |
| 27 | Providing and fixing in position Thermo Mechanically Treated Ferrous 500, 32 milimeter diameter dowel bars precoated with anticorrosive epoxy paint of required Diameter 60 centimeter Long and at 30.00 centimeter Center to Center and wherever directed including handling, straightening, necessary cutting supported by Thermo Mechanically Treated Ferrous 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. |
| 28 | Providing and fixing in position Thermo Mechanically Treated Ferrous 500, tie bars precoated with anticorrosive epoxy paint of 12 milimeter diameter 70 centimeters long and at 30.00 centimeter Center to Center and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of Thermo Mechanically Treated Ferrous 500, chairs with proper alignment et-cetra complete. |
| 29 | Cutting transverse contraction joints 3 to 4 milimeter wide and depth 60 milimeter in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay or slab et-cetra complete including subsequent widening of the groove 8 to 10 milimeter wide at top having depth of 15 milimeter as directed by Engineer incharge. |
| 30 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to British Standard : 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 (appraox. 25 percent larger than the initial 3 meter One Metric Tonne 4 milimeter joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet or air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 milimeter deep x 8 milimeter wide) |
| 31 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to Indian Standard 3395 : 1997 below concrete pavement including all materials and labour complete. |
| 32 | Supplying hard murum or kankar at the road site, including conveying and stacking complete. |
| 33 | Spreading hard murum or soft murrum or gravel or kankar for side width complete. |
| 34 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering et-cetra complete. |
| 35 | Providing and laying cement concrete pipe of Indian Standard 458:2003 Non Pressure-4 class of 900 milimeter diameter in proper line, level and slope et-cetra complete. |
| 36 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period et-cetra', having rectangular shape of 1.20 meter x 0.90 meter size made out 18 gauge (1.25 milimeter) 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 or messages or symbols et-cetra with approved colour shade paint complete, on Mild Steel angle of size 35 x 35 x 3 milmeter frame with properly cross braced Mild Steel angles of size 35 milimeter x35 milimeter x 3 milmeter duly painted including Two Mild Steel angle iron posts of size 65 milmeter x 65 milmeter x 6 milimeter, 3.65 meter long painted with alternate black and white bands of 25 centimeter width including all fixtures et-cetraand fixing the boards in 1:4:8 concrete block of size 60 centimeter x 60 centimeter x 75 centimeter including, excavation, refilling, transportation, and labour et-cetra complete. |
| 37 | Providing and fixing Cautionary or Warning sign boards in Equilateral Triangle size of 900 milimeter made out of 2 milimeter aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive or heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table Number 8.3 Supported with back support frame 25 milimeter x 25 milimeter x 3 milimeter, duly painted on back side with grey stove enamel paint and supported on one no. of Mild Steel angle iron post of size 65 milimeter X 65 milimeter X 6 milimeter, 3.45 meter long, duly painted with with flat oil paint having alternate black and white bands of 25 centimeter width including Galvanized Iron fixtures et-cetra; fixing the boards in Mix-25 grade concrete block of size 60 centimeter X 60 centimeter X 75 centimeter including transportation et-cetra; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor or convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor or supplier. |
| 38 | Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts et-cetra. |
| 39 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts et-cetra, complete. |
| 40 | Removing Non Pressure-2 and Non Pressure-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900 milimeter diameter and above. et-cetera complete. |
| 41 | Standard Consistancy Fineness, Specific Gravity, Setting (Initial and Final),Compressive |
| 42 | a) Silt Factore Test. |
| 43 | b) Fineness Modules. |
| 44 | a) Water Absorption. |
| 45 | b) Sieve Analysis . |
| 46 | d) Flakiness Index and Elongation Index |
| 47 | e) Stripping Value. |
| 48 | j) Water Absorption of Aggregate and Impact Value. |
| 49 | k) Flakiness Index of aggregate. |
| 50 | a) Sieve Analysis . |
| 51 | b) Liquid Limit and Plastic Limit. |
| 52 | a) Upto 16 milimeter-Tensile Strength, percent of Elongation, Yield Stress, Weght Per Meter,Bend or Rebend Test, Proof Stress.. |
| 53 | Job Mix. |
| 54 | Compressive Strength (Kilogram per Square meter) for Mix-15. |
| 55 | Compressive Strength (Kilogram per Square meter) for Mix-20. |
| 56 | Compressive Strength (Kilogram per Square meter) for Mix-23. |
| 57 | Royalty Charges for Sand (Royalty + Surcharge (2 percent) + District Mineral Foundation Cess (10 percent) 211.95 + 4.23 + 21.19 = 237.37 per Cubic Meter. |
| 58 | Royalty Charges for other material Royalty + Surcharge (2 percent) 211.95 + 4.23 = 216.18 or Cubic Meter Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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