corrigendum NIT 40 - Purulia Zilla Parisad

Office of the Purulia Zilla ParishadPuruliaCORRIGENDUMIt is hereby notified that the Date & time chart of NIT – 40 of 2010-11 for the work “Construction of atank at Arsha College, within Arsha Panchayat Samity.” has been altered due to unavoidablecircumstances and the time has been extended up to 31/01/2011. The new programme is given below:Sl. No. Particulars Date & Time1.Last Date and time limit for receipt of application formpurchase of tender form27-01-2011 up to 5.00 P.M2. Last date and time limit for issuing tender form 28-01-2011 up to 5.00 P.M3. Last date of dropping of tender paper 31-01-2011 up to 3.00 P.M4. Date and time for opening of tender 31-01-2011 at 3.30 P.MAll other terms and condition will remain same.Executive EngineerPurulia Zilla ParishadMemo No.: 347 /13 /DE/PZP Dated: 12.01.2011Copy forwarded for information and wide circulation to the:1. The Sabhadhipati, Purulia Zilla Parishad2. The District Magistrate, Purulia.3. The Superintending of Police, Purulia4. The Additional Executive Officer, Purulia Zilla Parishad5. The Adhakshya, PZP6. The Karmadhakshya, PKSS, PZP7. District Engineer, Purulia Zilla Parishad.8. Executive Engineer, PWD, Purulia9. Executive Engineer (Purulia Construction Board) PWD10. Sub Divisional Officer (East)11. Post Master, Purulia12. DICO with a request to publish it in at least 2 local news paper before13. PZP Notice BoardExecutive EngineerPurulia Zilla Parishad

Estimate:Construction of a tank at Arsha College,within Arsha Panchayat Samity.SL. NO DESCRIPTION OF ITEM QTY. UNIT RATE(Rs.) COST(RS.)1 Earthwork in embankment lift upto 1.50 mlayers not exceeding watering and ramming etclayer by layer complete in case of cavalexcavation including removing and stackingthe spoils trimming the sides levelling,dressing etc when necessary per manday.In ordinary soil1 st Pit : Lead beyond 25m and upto 50m and liftupto 1.50m1 X 150 m X 120 m X 1.00 m = 18000 cum 18000.00 M 3 30.96 557280.002 nd Pit : Lead beyond 75m to 100m and lift upto2.50mn and upto 3.0 m1 X 120 m X 100 m X 1.00 m = 12000 cum 12000.00 M 3 38.91 466920.003 rd Pit : Lead beyond 150m to 175m and lift upto4.50mn and upto 5.50 m1 X 100 m X 80 m X 2.00 m = 16000 cum 16000.00 M 3 50.00 800000.002 Compacting the excavated soil after earthworkin every layer not exceeding 250 mm afterbreaking clods and sprinkling water during asnecessary and ramming with hand rollera group of 4 unskilled4 layers X 650 m X 15 m (av-width) = 39000sqm.39000.00 M 2 2.00 78000.003 Fine dressing and chilchilling work includingbreaking clods in the formating and sidesslopes of embankment and canal bed torequired slope camber and grade2 X 650 m X 10 m = 13000 sqm. 13000.00 M 2 2.00 26000.00Total: 1928200.00Add : Contingency 3% 57846.00Total: 1986046.00(Rupees Nineteen lakh eighty-six thousand and forty-six) only.Sub-Assistant Engineer Assistant Engineer Executive EngineerPurulia Zilla Parishad Purulia Zilla Parishad Purulia Zilla Parishad