Zila Panchayat-ZP has published Construction Of Bridge Over Labaji River At Village-Rajhara , Gp-Raajharara Block Nawa Bazaar Dist- Palamau . Dopr/De/Zp/Palamau-02/2020-21/Gr_01 Re-Tender. Submission Date for this Tender is 17-07-2020. Bridge Work Tenders in DALTONGANJ Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work:-CONSTRUCTION OF BRIDGE OVER LABAJI RIVER AT VILLAGE-RAJHARA ,GP-RAJHARA BLOCK NAWA BAZAAR DIST- PALAMAU. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation in foundation trenches as per design section section in all kind of soil including moorum soil soil mixed kankar pebbles and upto 30M sizeand disposal of same( beyond 50 m away from the toe of the dam in the country side ) within initial lead of 150 m andinitial lift of 1 5 m all lift as per specification and direction of E/I, 5.1.8 | 201.46 | CUM | |
| 2 | 2 | Earth work in excavation in cut of trenches as per design and drawing in soft rock a distance upto 50M including all lifts levelling ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design ,building specification and direction of E/I. 80 % of item no1 15.1.15.2 | 805.85 | CUM | |
| 3 | 3 | Providing P.C.C. M 150 in foundation with nominal mix of (1:2:4) with approved quality of stone chips 20mmto 6mm size graed and clean coarse sand of 2.5to 3 incuding creening shuttering mixing cement concrete in Mixer and placing in position,vibrating striking curing and royalty all complete as per building specification and direction of E/I.5.3.10 | 260.63 | CUM | |
| 4 | 4 | Providing R.R. Stone masonry in C M (1:3 ) in foundation with approved quality of coarse sand of requisite FM(2.5 to 3) washed and its removal whereever requasite including and royalty all taxes,etc. complete as per specification and direction of E/I. 5.4.7 | 545.56 | CUM | |
| 5 | 5 | Providing R.R. Stone masonry in C M (1:3 ) in superstructure with approved quality of coarse sand superstructure with approved quality of coarse sand of requisite FM(2.5 to 3) washed and its removal whereever requasite including and royalty all taxes specification and direction of E/I. 5.4.10 | 225.72 | CUM | |
| 6 | 6 | Providing and laying R.R.C. M 200 with nominal mix of (1:1.5:3) in abutment cap & pier cap of with approved qualityof 20mm graded coarse aggregateof requisite grade( as per design)and approved ofof requasite FM(2.5 to 3) washed and screened but of requasite FM(2.5 to 3) washed and screened but but including necessary tools and planets vibrating curing and royalty all taxes,excluding cost of form work ,curing and royalty all taxes,excluding cost of form and placing complete as per specification and ofdirection of E/I 5.3.11 | 15.631 | CUM | |
| 7 | 7 | Providing and laying R.R.C. M 200 with nominal mix of (1:1.5:3) in deck slab of with approved qualityof 20mm graded coarse aggregateof requisite grade( as per design)and approved ofof requasite FM(2.5 to 3) washed and screened but of requasite FM(2.5 to 3) washed and screened but but including necessary tools and planets vibrating curing and royalty all taxes,excluding cost of formcuring and royalty all taxes,excluding cost of formandplacing complete as per specification and ofdirection of E/I 6.3.12 | 138.17 | CUM | |
| 8 | 8 | Providing and laying R.R.C. M 200 with nominal mix of (1:1.5:3) in Wearing Coat of with approved qualityof 20mm graded coarse aggregateof requisite grade( as per design)and approved ofof requasite FM(2.5 to 3) washed and screened but of requasite FM(2.5 to 3) washed and screened but but including necessary tools and planets vibrating curing and royalty all taxes,excluding cost of formcuring and royalty all taxes,excluding cost of formandplacing complete as per specification and ofdirection of E/I 7.3.15 | 16.99 | CUM | |
| 9 | 9 | Providing Shuttering including strutting proping etc.and removal after use in superstructure portion of various components of barrage work as perspecification and direction of E/I 5.3.18 | 199.16 | SQM | |
| 10 | 10 | Providing weep holes with dry graded stone filter of20mm. to 40mm. size in abutment and wing wall as per specification and direction of E/I 7.8.6 | 90 | EACH | |
| 11 | 11 | Providing 25mm. thick Cement Plaster (1:4) with clean direction of E/I 5.5.5 | 130.6 | SQM | |
| 12 | 12 | providing and laying (properlyas per design drawing) rip rap of goog quality of boulders duly packed excluding the cost of materials, royalty of all taxes etc. 5.6.4 | 39.977 | CUM | |
| 13 | 13 | Providing TMT reinforcement Steel as per approved designand and drawing 5.3.22(a)iii | 15.252 | MT | |
| 14 | 14 | Earth work filling in approach road 6.1.22 | 778.71 | CUM | |
| 15 | 15 | Providing granular sub base in one or more layers over the prepared sub-grade compacted by road roller so asto achieve 95 to 100% maximum dry density at O.M.C.grade as per specification and direction of E/I. | 52.329 | CUM | |
| 16 | 16 | Earth back filling in structure in layer not exceeding 150 mm thick withprevious or semi previous foundation trenches and plinth in layers QTTY=Item (1) x1/3 6.1.17 | 335.44 | CUM | |
| 17 | 17 | Add for dewaterig with 5HP PUMP | 125 | HOUR | |
| 18 | 18 | CARRIAGE COST OF CEMENT & STEEL 20 KM | 291.2 | MT | |
| 19 | 19 | SAND 9 KM | 425.7 | CUM | |
| 20 | 20 | CHIPS | 381.1 | CUM | |
| 21 | 21 | BOULDER | 811.3 | CUM | |
| 22 | 22 | GSB MORUM | 52.3 | CUM | |
| 23 | 23 | ADD FOR G.S.T @ 12% | 6.82288e+06 | Rs | |
| 24 | 24 | Labour Cess @ 1% | 7.64163e+06 | Rs |
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