Rural Development Department has published Construction Of Cement Nala Bandh At Kamathi Tal.Karad Dist.Satara. Submission Date for this Tender is 15-12-2021. Dam Work Tenders in Construction of CNB at Kamathi Tal.Karad Dist.Sata Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 07-Dec-2021 | Corrigendum | Date | 10-12-2021 |
| 2 | 14-Dec-2021 | Corrigendum1 | Date | 15-12-2021 |
| Sl. No. | Item Description |
| 1 | Exvavation in all kinds of Soils & Soft murum including boulders up to 0.6 m dia.(0.113 cum) for canal,seating of embankment,filter drains / catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road/embankment as directed including cost of all materials,machinery,labour,dressing bed & sides to required level and profile etc.complete with lead up to 15 m and 6 m lift. |
| 2 | Exvavation in Hard Murumincluding boulders up to 0.6 m dia.(0.113 cum) for canal,seating of embankment,filter drains / catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service roadas directed including cost of all materials,machinery,labour,dressing bed & sides to required level and profile etc.complete with lead up to 15 m and 6 m lift. |
| 3 | Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. |
| 4 | Excavation in Hard Rock of all toughness by breakar including boulders above 0.6 m dia.(0.113Cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, leveling bed etc., complete with lead up to 15 m and lift up to 6 m. |
| 5 | Dewatering of foundation during constructionincluding diversion of stream etc… Dewatering by pumping out water collected with 10 to 19 HP Diesel & Electrical pumps including cost of all materials, machinery, labour, providing sump and all other ancillary operations whenever necessary etc. complete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewatering etc. complete. |
| 6 | Providing & laying in situ cement concreteof following grade of trap/granit/ quartzite/graded quartzite graded metal compacting and curing with all lead & lift complete.A) C.C.M. - 150 (1:2:4) (40 MSA) |
| 7 | Providing & fixing M.S.Bar reinforcementfor RCC work as per design, drawing and schedule including cutting, bending, hookinglaying and binding with wire or tack weldingwith all lead & lift complete. |
| 8 | Providing & laying rubble soling below foundation in layers including filling with rubble chipsmurum etc complete. |
| 9 | Drilling 35 mm. dia. for anchoring in rock . steel anchor exclud.cost of grouting & anchor bar including flushingthe hole,conveying all machinary,eqipment &necessary watering complete. |
| 10 | Providing and fixing canal information board of 1.2m X 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35X35X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green / white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50 X 50 X 5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge. |
| 11 | A) Standard Consistancy, Fineness Modulas, Specific Gravity, Setting TimeIncial & Final), Compressive Strength, Soundness test for cement |
| 12 | B)Fineness Analysis (Sieve Analysis), Silt and clay content test for sand |
| 13 | C)Sieve Analysis test For Metal |
| 14 | D)Water Absorbton, Specific Gravity, Impact Value, crushing value test for metal |
| 15 | E)Compressive strength of C.C. cube |
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