Tender For Improvement Of Connecting Road For Nagpur City From Bhandewadi T Point To Ring Road (Mdr 42) Km 34/000 To 38/000 Tah. K Tee Dist Nagpur
Tender Value
16.13 Crore
Estimated cost
Bid Submission
27 Jul 2026
12 days left
EMD
8.07 Lakhs
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nagpur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Connecting Road For Nagpur City From Bhandewadi T Point To Ring Road (Mdr 42) Km 34/000 To 38/000 Tah. K Tee Dist Nagpur
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . |
| 2 | Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed material with all lift and lead upto 1000 m etc complete. Using machine like Writgen (W100) or equivalent |
| 3 | Excavation 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 50m. and spreading for embankment or stacking as directed. |
| 4 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all leads and lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) |
| 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) |
| 6 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material |
| 7 | Construction 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 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content 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 etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. |
| 8 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. |
| 9 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ 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 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. |
| 10 | Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. |
| 11 | Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. |
| 12 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. |
| 13 | Providing to contraction joints 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 (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. 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 sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) |
| 14 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. |
| 15 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). |
| 16 | Transportation of material obtained from debris of various sorts including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed beyond 10km |
| 17 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-50 grade of approved size and shape for City streets and roads with high volume/ heavy traffic as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. |
| 18 | Providing and fixing RCC 200 meter Stone as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete. |
| 19 | Providing and fixing 1:2:4 ordinary km. stones as per I.R.C. standard including fixing in standard size in C.C. 1:4:8 metre block including curing, painting lettering etc. complete. |
| 20 | Providing and fixing cautionary / warning sign board of size 60 cm. having shape of equilateral triangle with apex point upwards. prepared on 16 gauge M.S. sheet including painting with one coat of zinc cromate 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 One Number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 2 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size etc.complete. 60 cm. equilateral triangle M.S. sheet with Engineering grade, |
| 21 | 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 |
| 22 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 23 | Excavation 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. |
| 24 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. |
| 25 | Providing 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 etc. complete. (with reversible drum type mixer with SCADA with fine aggregates of required specifications (Natural sand / VSI sand finely washed etc ) |
| 26 | Providing and laying plain in situ / ready mix M-20 cement concrete of trap/ granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing concrete batch mix plant / pan mixer with fine aggregates of required specifications ( VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer |
| 27 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA |
| 28 | Providing and laying in situ / ready mix M-20 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine aggregates of required specifications ( VSI sand finely washed etc )i) Height up to 5 m, normal rate. |
| 29 | Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 60 mm thickness of having a strength of 300 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete |
| 30 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 31 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 32 | Providing and casting in situ or precast tapering R.C.C. M-20 Semi Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface including painting with oil paint as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant |
| 33 | Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 1200mm diameter in proper line, level and slope etc. complete. |
| 34 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. |
| 35 | Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete. |
| 36 | Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. |
| 37 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. |
| 38 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for plain or molded sills, cornice, jambs, block in course, or architraves of required size and shapes including steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer etc. complete, With fine aggregate (Crushed sand VSI Grade) |
| 39 | Providing cast in situ / ready mix block of M10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etc. 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 etc ), cement 4.05 bags/cumt) |
| 40 | 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 etc. complete. ( By Mechanical Means )a) Upto 1.50m lift |
| 41 | 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 etc. complete. ( By Mechanical Means )b) 1.50m to 3.00m lift. |
| 42 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - test of water for PH value, Sulphate & Chloride. |
| 43 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Basic test of Cement for Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness |
| 44 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - C.B.R. Test (Lab) With compaction test. |
| 45 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Test of Compaction Test ( Proctor Density ). |
| 46 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Basic test of Soil/Murum for Liquid limit & plastic Limit. |
| 47 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Basic Test of Fine Aggregate for Fineness Modulus ( Sieve Analysis ),Silt & Clay Content |
| 48 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Basic Test of Fine Aggregate for Chloride & Sulphate Content. |
| 49 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Basic Test of Fine Aggregate for Silt Factor. |
| 50 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Basic test of Aggregate for Sieve Analysis. |
| 51 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Basic test of Aggregate for Water Absorption, Specific Gravity,Impact Value /Crushing Value. |
| 52 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Basic test of Aggregate for Abrasion Value. |
| 53 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Basic Test of Aggregate for Flakiness Index & Elongation Index. |
| 54 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Basic Test of Aggregate for Soundness |
| 55 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Concrete Mix Design (With all Tests on basic materials)* |
| 56 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Test of Compressive Strength OF C.C. Cube(Set of 3 cubes). |
| 57 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Test of flexural test of beam |
| 58 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - GSB Mix Design/Cement Treated Sub Base |
| 59 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Basic test of Concrete paving blocks for Compressive Strength , Water Absorption,(Set of 8 Blocks) |
| 60 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - Basic test of Stone/Rubble for Crushing Value/Compressive Strength Water Absorption & Specific Gravity, |
| 61 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - test of STEEL BAR TESTING of Upto 16 mm (Set of 3 Bars) for (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) |
| 62 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - test of STEEL BAR TESTING of above 16 mm (Set of 3 Bars) for (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) |
| 63 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - test of PAINT / THERMO-PLASTIC PAINT for Glass bead contents & grading analysis. |
| 64 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - test of PAINT / THERMO-PLASTIC PAINT for Reflectance & yellowness index. |
| 65 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - test of PAINT / THERMO-PLASTIC PAINT for Flowability.(Percentage residue). |
| 66 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - test of PAINT / THERMO-PLASTIC PAINT for Softening Point. (Ring & ball method). |
| 67 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - test of PAINT / THERMO-PLASTIC PAINT for Drying Time. |
| 68 | Carrying out following tests for various materials as given below from District Laboratory or P.W. Regional Laboratory of Vigilance & Quality Control Circle or approved Laboratory as per direction of Engineer in Charge including taking sample preserving the same, carrying out test at laboratory, carrying out sample to laboratory and obtaining the test result and submitting in original to Engineer in charge. - test of ROAD SIGN BOARD for Retro Reflective Test. |
| 69 | Concrete mix Design PQC/DLC Normal Curing Method. |
| 70 | Providing royalty charges against royalty paid by the contractor to the Revenue department for supply of different construction material for which royalty is necessary.Sand |
| 71 | Providing royalty charges against royalty paid by the contractor to the Revenue department for supply of different construction material for which royalty is necessary.Murum, Rubble + H.B. Metal etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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