Tender For Improvement Of Akoli Bk - Baggi Road Vr 137 Length 0.500 Km In Part 0/000 To 0/500 Tq. Kelapur Distt . Yavatmal
Tender Overview
Project Description
Tender for Improvement Of Akoli Bk - Baggi Road Vr 137 Length 0.500 Km In Part 0/000 To 0/500 Tq. Kelapur Distt . Yavatmal
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Jul-2026 | NIT-2/2026-2027/QR | Other | 20-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadway in earth soil of all sorts sand, gravel or softmurum includ ing dressing sectioning to the required grade , camber and side slopes and conveying the excavated materials with all lifts and up to a lead of 50m. and spreading for embankment or stacking as directed Engineer-in - charge. [ PWD SSR It..No. 2.11 |
| 2 | Providing & laying in situ 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 crushed sand . PWD SSR It..No. 11.03 |
| 3 | 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) PWD SSR It..No. 11.25 |
| 4 | Providing expansion joints with 25 mm thick bituminous pad as pe rdetailed drawings etc. complete. PWD SSR It..No. 14.33 |
| 5 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means PWD SSR It..No. 21.01 |
| 6 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means PWD SSR It..No. 21.14 |
| 7 | 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 Natural / VSI standard Artificial Sand) PWD SSR It..No. 11.04 |
| 8 | 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. NP2 Class - Cement Concrete pipe 450 mm dia PWD SSR It..No. 11.08 |
| 9 | Filling in plinth & floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. PWD SSR It..No. 21.36 |
| 10 | Providin and constructing R.C.C. Inspection chamber 100 x 80 x 55 cm with wall thickness 0.10 m including airtight RCC lid . As per Rate analysis |
| 11 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. PWD SSR It..No. 2.29a |
| 12 | Spreading gravel / sand / soft murum available murum over rubble soling / W.B.M.surface blanketing berms etc. comp. PWD SSR It..No. 2.30 |
| 13 | 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). PWD SSR It..No. 6.12a |
| 14 | 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. PWD SSR It..No. 6.09 |
| 15 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( 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 no. 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 bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/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/supplier.. PWD SSR It. No. 6.33 Please Enable Macros to View BoQ information |
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