Public Works Department-PWD has published Ganganarayanpur Lock Gate Bridge Over Pratapkhali Khal At 30 . 60 Km Of Panskura - Durgachak Road ( Sh-4 ) Rehabilitation Work Under Tamluk Highway Division , In The District Of Purba Medinipur . ( Project Id - Pd202131124s000 ) 2Nd Call. Submission Date for this Tender is 04-12-2020. Highway Construction Tenders in PURBA MEDINIPUR West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Ganganarayanpur Lock Gate Bridge over Pratapkhali Khal at 30.60 Km of Panskura - Durgachak Road [SH-4] Rehabilitation work under Tamluk Highway Division, in the district of Purba Medinipur. Project ID : PD202131124S000.2Nd Call. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed | 1799.19 | M2 | |
| 2 | 2 | Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge | 123.75 | M3 | |
| 3 | 3 | Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the Engineer-in-Charge. | 1999.1 | M2 | |
| 4 | 4 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy. | 1999 | each | |
| 5 | 5 | Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical specification. A Cement Grout | 5997 | Kg | |
| 6 | 6 | Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification | 943.76 | m2 | |
| 7 | 7 | Patching of damaged concrete surface with polymer concrete (25 mm nominal thick) and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer. | 856.85 | M2 | |
| 8 | 8 | Applying epoxy mortar ( 10 mm nominal thick) over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification | 1055.34 | M2 | |
| 9 | 9 | Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts 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 for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. A PCC Grade M20 I) Using concrete mixer & Using Pakur stone materials. | 430.37 | M3 | |
| 10 | 10 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/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, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required. | 22.14 | M2 | |
| 11 | 11 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works (c) M-15 Grade: (Using concrete mixer & Using pakur stone materials). | 233.79 | M3 | |
| 12 | 12 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. II. Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15. (Using concrete mixer & Using pakur stone materials). | 332.85 | M3 | |
| 13 | 13 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. (using brick aggregates @0.72 m3 and coarse sand (loose volume) @ 0.48 m3 per m3). | 166.43 | M3 | |
| 14 | 14 | Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. (Using pakur variety stone boulders @ 1.00 m3 and stone spalls @ 0.20m3 per m3). | 382.5 | M3 | |
| 15 | 15 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials. (a) In 1:4 proportion. | 13.19 | M3 | |
| 16 | 16 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. VI In Marshy soil for depth upto 3 m depth. B By Mechanical Means using excavator of suitable capacity and tipper trucks. (i) With pumping out water including shoring as required. | 1232.19 | M3 | |
| 17 | 17 | Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. | 411 | M3 | |
| 18 | 18 | Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. (i) 150mm diameter (Diameter of pile to be measured at a distance of 1.5m from the thicker end). | 6000 | RM | |
| 19 | 18.01 | (i) 100mm diameter (Diameter of pile to be measured at a distance of 1.5m from the thicker end). | 2866.67 | RM | |
| 20 | 19 | Labour for driving Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (i) 150mm diameter | 3000 | RM | |
| 21 | 20 | Labour for driving Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (i) 100mm diameter\n | 453.33 | RM | |
| 22 | 21 | Labour for fitting and fixing 10 cm. to 13 cm. diameter Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts. | 2333.33 | RM | |
| 23 | 22 | Supplying and Filling empty Cement bags with dry earth and placing them in position including tying or sewing mouth (cost of thread included) and all incidental charges complete including cost of earth obtained from the land arranged by the contractor at his own cost and carriage up to 4.00 KM including initial lead of 1.00 KM (Royalty certificate should be produced before payment of earth bag otherwise Department will deduct Rs. 0.81 per bag from the contractor's bill). | 108268 | each | |
| 24 | 23 | Construction of embankment with approved material obtained from borrow pits (Land arranged by the contractor including cost of earth and royalty charges on earth)with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 5000 m By Mechanical Transport as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) (Cost of Royalty @ Rs 29.00 per m3 is to be deducted from the bill if Royalty clearance certificate is not produced). | 9399.75 | M3 | |
| 25 | 24 | Removal of Unserviceable Soil with Disposal upto 1000 metres. Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per Technical Specification Clause 302.3.11 for Rural Roads of MORD. (Mode of measurement: pre works and post works) | 9399.75 | M3 | |
| 26 | 25 | Pumping out water from ponds or tanks (Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final level on consideration being made for any water that may have been added through percolation or otherwise) | 16709.8 | M3 | |
| 27 | 26 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. b) Cement mortar. | 29.9 | M3 | |
| 28 | 27 | Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (i) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth. (Payment will be made on profile measurement before and after the work) | 720 | M3 | |
| 29 | 28 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)\n | 4.32 | M2 | |
| 30 | 29 | Add 12.00 % for GST Of Rs. 18465972.66 | 1 | each | |
| 31 | 30 | Add 1.00 % for cess of Rs. 20681889.38 | 1 | each |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
