Water Resources Department-WRD has published Construction Of Check Dam On Jharna Nala In Vill Udda Panchayat Siyari In Block Gomiya Construction OfCheck Dam OnJharna Nala In Vill-Udda Panchayat-Siyari In Block-Gomiya. Submission Date for this Tender is 08-06-2020. Check Dam Tenders in Bokaro Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Checkdam on Jharna Nala,Vill- Udda, Panchayat -Siyari, Block - Gomia, District- Bokaro | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Eartwork in excavation in foundation trenches as per designed section in all kinds of soils including moorum soil, soil mixed with kankar ,pebbles and boulders upto 300mm size and disposal of the same (beyond 50m away from the toe of dam in the country side) within initial lead of 150mm and initial lift of 1.5m as per direction and specification of E/I. (5.1.8) | BI01010001010000000000000515BI0100000013 | 1697.74 | M3 |
| 2 | 2 | Earth work in excavation of cut off trenches as per design section in soft rock or ordinary rock (vide classification of soil item -C ) all complete job as per specification and direction of E/I.(5.1.17.3) | BI01010001010000000000000515BI0100000014 | 424.44 | M3 |
| 3 | 3 | Providing and laying PCC or RCC M-150 with nominal mix in foundation of (1:2:4) in -do-20mm. Graded coarse aggregate -do- complete job as per specification and direction of E/I (5.3.6) | BI01010001010000000000000515BI0100000015 | 279.29 | /M3 |
| 4 | 4 | Providing shuttering including strutting ,propping etc. and its removal after use in foundation as per specification and direction of E/I.(5.3.17) | BI01010001010000000000000515BI0100000016 | 157.42 | M3 |
| 5 | 5 | Providing rough dressed random rubble stone masonary in CM(1:4) Iin foundation -do-do- complete job as per specification and direction of E/I (5.4.8) | BI01010001010000000000000515BI0100000017 | 223.61 | M3 |
| 6 | 6 | Providing rough dressed coarse stone masonary -do- in CM (1:4) in superstructure -do-do-complete job as per specification and direction of E/I.(5.4.11) | BI01010001010000000000000515BI0100000018 | 329.96 | M2 |
| 7 | 7 | Providing shuttering including strutting ,propping etc. and its removal after use in super structure portion of various component of dam work -do- as per specification and direction of E/I.(5.3.18) | BI01010001010000000000000515BI0100000019 | 109.56 | M2 |
| 8 | 8 | Providing PCC or RCC , M-200 with nominal mix of (1:1½:3) in various component of dam superstructure -do- -do- all complete job as per specification and direction of E/I.(5.3.11) | BI01010001010000000000000515BI0100000020 | 17.48 | M3 |
| 9 | 9 | Providing of TMT reinforcement (tor steel) as per approved design drawing. Removal of rest cutting,binding including supplying annealed wire placing rod in position all complete job as per specification and direction of E/I. (5.3.15) | BI01010001010000000000000515BI0100000021 | 0.77 | M3 |
| 10 | 10 | Providing 25mm thick cement plaster (1;4) in cement mortar with approved quality of sand of requisite F.M. (2.5 - 3.0) all complete job as per specification and direction of E/I.(5.5.5) | BI01010001010000000000000515BI0100000022 | 189.2 | M4 |
| 11 | 11 | Providing 25mm thick cement plaster (1;4) in cement mortar with with 1.5 mm punning all complete job as per specification and direction of E/I.(5.5.5+5.5.10) | BI01010001010000000000000515BI0100000023 | 144 | M3 |
| 12 | 12 | Providing weep holes with dry grade stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I.(6.7.6) | BI01010001010000000000000515BI0100000024 | 20 | each |
| 13 | 13 | Providing and laying with good quality of boulder rock toe & heel trenches -do- -do- as per specification and direction of E/I. (5.6.3) | BI01010001010000000000000515BI0100000025 | 19.5 | M3 |
| 14 | 14 | Earth work in filling in foundation or back filling of masonary structure with state earth in layer not exceeding 150mm thick with earth obtained from exacavation of foundation treanches and kept at a lead of 30m and initial lift 1.5m copmlete as per pecification and direction of E/I.(6.1.16) | BI01010001010000000000000515BI0100000026 | 250 | M3 |
| 15 | 15 | Supplying NP-2 RCC Hume pipe with collar as per IS 458-1970 all complete job. CH-4 (P-44)-12 | BI01010001010000000000000515BI0100000027 | 3 | M |
| 16 | 16 | Labour for laying ,fitting and fixing NP-2 RCC Hume pipe eith collar in line,level & grade-do- -do- all complete job.(7.6.1.2) | BI01010001010000000000000515BI0100000028 | 3 | M |
| 17 | 17 | Dewatering by 5 HP diesel pump all complete job. | BI01010001010000000000000515BI0100000029 | 40 | hrs |
| 18 | 18 | Supply of 5 HP Diesel Pump set ( SL - 171) | BI01010001010000000000000515BI0100000030 | 2 | each |
| 19 | 19 | Supply and laying of 75mm Dia H.D.P.E. with Coupler Clamp (P-22,M-114) | BI01010001010000000000000515BI0100000031 | 600 | Mtr |
| 20 | 20 | Supply and laying of 75mm Dia H.D.P.E. PCN with Reducer(SL-177) | BI01010001010000000000000515BI0100000032 | 2 | Mtr |
| 21 | 21 | Commissioning Charge | BI01010001010000000000000515BI0100000033 | 2 | each |
| 22 | 22 | Carriage of 5 HP Diesel Pump (CH-4, P-48, SL-1A) | BI01010001010000000000000515BI0100000034 | 1 | nos |
| 23 | 23 | Carriage of materials | |||
| 24 | 24 | i) Cement | BI01010001010000000000000515BI0100000036 | 185.7 | MT |
| 25 | 25 | ii) Sand | BI01010001010000000000000515BI0100000037 | 360.13 | M3 |
| 26 | 26 | iii) Stone Chips | BI01010001010000000000000515BI0100000038 | 266.39 | M3 |
| 27 | 27 | iv) Stone Boulder | BI01010001010000000000000515BI0100000039 | 572.1 | M3 |
| 28 | 28 | v) NP-2Hume pipe (250mm dia) | BI01010001010000000000000515BI0100000040 | 3 | Mtr |
| 29 | 29 | vi) Steel | BI01010001010000000000000515BI0100000041 | 0.77 | M3 |
| 30 | 30 | GST 12% | BI01010001010000000000000515BI0100000042 | 527894 | unit |
| 31 | 31 | Labour Cess 1% | BI01010001010000000000000515BI0100000043 | 49270.1 | unit |
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