Zilla Parishad-ZP has published Construction Of 1 . 5 M Span Box Culvert Near The House Of Khairu Sah Construction Of 1 . 5 M Span Box Culvert Near The House Of Khairu Sah In Birpara Upper Line At Birpara I Gp Within Madarihat- Birpara P . S . Under Alipurduar Zilla Parishad. Submission Date for this Tender is 22-01-2021. Culvert Tenders in MADARIHAT West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of 1.5 m span Box culvert near the house of Khairu Sah in Birpara Upper line at Birpara I GP within Madarihat- Birpara P.S. Under Alipurduar Zilla Parishad. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation of foundation trenches in all sorts of soil I including mix soil but excluding stony and moorum soil ) including removing, spreading or stacking the spoils within a lead of 150 meter asdirected and including trimming the sides of a) Depth upto 3m without pumping out water and shoring as required | BI01010001010000000000000515BI0100001114 | 109.97 | Cum |
| 2 | 2 | Earth work in filling in foundation trenches with earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or fresh excavation of land arranged by Department with in a lead of 50m | BI01010001010000000000000515BI0100001115 | 109.97 | Cum |
| 3 | 3 | Providing and laying Design Mix M-15 concrete for Plain / Reinforced Cement Concrete in any part of foundation of bridge /culvert with graded stone chips of appropriate nominal sizes , including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone , both of approved quality and cement , as necessary , cost of curing with water ,including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in charge , cost of quality control, sampling , testing etc all complete but excluding cost of formwork and reinforcement works. A) PCC Grade M-15 With 37.5 mm size well graded shingles using concrete mixer, height upto 5m | BI01010001010000000000000515BI0100001116 | 102.483 | Cum |
| 4 | 4 | Providing and laying Design Mix M-25 concrete for Plain / Reinforced Cement Concrete in any part of foundation of bridge /culvert with graded stone chips of appropriate nominal sizes , including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone , both of approved quality and cement , as necessary , cost of curing with water ,including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in charge , cost of quality control, sampling , testing etc all complete but excluding cost of formwork and reinforcement works. B). RCC grade M-25 with 22.4 mm size well graded river bazree using concrete mixer, height upto 5 m | BI01010001010000000000000515BI0100001117 | 20.1 | Cum |
| 5 | 5 | Providing and laying cement concrete wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary , laying, finishing complete to camber and grade , curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and technical specifications vide clause no. 2702 of MORT & H's specification for Road & bridge works. | BI01010001010000000000000515BI0100001118 | 1.598 | Cum |
| 6 | 6 | Supplying fitting and placing HYSD bar reinforcement in bridge super-structure including initial straightening, straightening of coils bars removal of loose rust(if any) , cutting to requsite length bending, binding with annealed wire not less than 1 mm in size and conformong to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading , unloading, carriage of all steel materials complete as per drawing and technical specifications. with TATA/SAIL/RINL | BI01010001010000000000000515BI0100001119 | 2.2 | M.T. |
| 7 | 7 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ ply board/ steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. the rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. a) Where staging is required. | BI01010001010000000000000515BI0100001120 | 15 | Sqm |
| 8 | 8 | b) Where staging is not required. | BI01010001010000000000000515BI0100001121 | 350 | Sqm |
| 9 | 9 | Providing weep holes in brick masonry / plain/ reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per drawing & technical specification. | BI01010001010000000000000515BI0100001122 | 60 | Nos |
| 10 | 10 | Painting with approved quality curing compound on the vertical or inclined surfaces of concrete , where water curing is not possible , painting is to be done with a brush on new surfaces, immmediately after removal of shuttering , including supply of all materials and other incidental charges complete as per direction of the Engineer-in - charge. end faces of post , wheel guard , or railling parapet different colour as directed (DETAILS TO BE IN Bill) | BI01010001010000000000000515BI0100001123 | 25 | Sqm |
| 11 | 11 | Boulder Appron (Loose ) Providing and laying boulder apron for river bed protection against scour with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 40 kg laid dry complete as per drawing and technical specifications Clause 1301 of specification of Rural roads. | BI01010001010000000000000515BI0100001124 | 4.32 | Cum |
| 12 | 12 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m,\ntransporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD.Lead 1 Km. (Mode of measurement: pre works and post works)a) In ordinary soil within a lead of 50m and lift upto 1.5m Apprpch Road | BI01010001010000000000000515BI0100001125 | 200 | Cum |
| 13 | 13 | Providing and fitting Concrete Sign Board as per IRC specification of size 900x750x37 mm thick made with RCC 1:1.5:3 with N.B. variety stone chips reinforced with duble layer IRC febric (75x75 mm mesh) and fixed with necessary nuts & bolts on two RC precast posts 100mm x150 mm of height 2.65 m of which top 750 mm is of 100 x13 mm and 1.90 m above GL & 0.75 m below GL including digging hole, repacking the same with cement concrete 1:3:6 with local stone chips etc. complete including painting two coats on noth faces lettering sign marks etc. as per direction of Engineer-in charge. | BI01010001010000000000000515BI0100001126 | 1 | Nos |
| 14 | 14 | GST @ 12% | BI01010001010000000000000515BI0100001127 | 1 | Nos |
| 15 | 15 | Cess @ 1% | BI01010001010000000000000515BI0100001128 | 1 | Nos |
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