IMPROVEMENT TO PIMPARWADI (G. P. KONDHAI) APPROACH ROAD TO JOIN SHW-234 TO KHADAKDARI APPROACH ROAD TO JOIN SHW-262 TO KHADAKDHARI LONDARI MALASOLI ROAD VR 175 TOTAL LENGTH 0.73KM IN PART 0/00 TO 0/400, TQ.- PUSAD, DIST.- YAVATMAL

Zilla Parishad Yavatmal · Pusad, Maharashtra · Civil Works & Infrastructure · open

Key facts

Tender value: ₹20.0L
EMD: ₹20K
Published: 30 Oct 2026
Closing date: 11 Nov 2026
Status: open
Status as of: 07 Nov 2026 23:46 UTC
Ministry: Government of Maharashtra
Department: Rural Development Department
Office: Works Division No. 2, Zilla Parishad Yavatmal

Description

Improvement of a 0.4 km section of the Pimparwadi (G. P. Kondhai) approach road in Pusad taluka, Yavatmal district, including road surface, drainage, concrete, road marking and signage works. Estimated cost is Rs. 2,000,000; completion period is 6 months from the written order to start work, including the monsoon period.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Tender fee payment proof, Earnest money deposit proof, Valid Class II or Class III Digital Signature Certificate, Contractor registration in Class V(A) and above (Educated Unemployed Engineers)

New to these terms? Read how tender eligibility criteria work.

Commercial terms

Bid type: Percentage Rate
Make in India (MII): No
MSE preference: No

Line items (18)

CIVIL WORK Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete — Qty: 1200 Square Metre
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 — Qty: 270 Square Metre
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. — Qty: 468 Cubic Metre
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 A (13.2) mm Aggregate) KM 1 — Qty: 24.75 Cubic Metre
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) KM 1 — Qty: 72.23 Cubic Metre
Supplying hard murum/ kankar at the road site, including conveying and stacking complete. KM 1 — Qty: 120 Cubic Metre
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete — Qty: 120 Cubic Metre
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. — Qty: 600 Square Metre
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 Kilogram/Square Metre, 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) KM 1 — Qty: 900 Square Metre
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) KM 1 — Qty: 900 Square Metre
9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2Kilogram/Sq.m, preparing existing road surface 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) KM 1 — Qty: 900 Square Metre
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 agreegates of required specifications (Natural sand / VSI sand finely washed etc ) — Qty: 40 Cubic Metre
Providing 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 etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications ( Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) — Qty: 48 Cubic Metre
Providing and fixing 1:2:4 ordinary km stones as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete. — Qty: 1 Number
Providing and fixing RCC 200 metre stones as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete. — Qty: 2 Number
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 b — Qty: 20 Number
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 2.5mm 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 Performancefor IRC 35:2015). — Qty: 20 Square Metre
Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 2 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one Number mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white band — Qty: 1.8 Square Metre

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