Coastal Protection Work From Jamra Ssk Primary School At Shankarpur To Jaldha For A Length Of 2800 M In Block Ramnagar I Ps Mandarmoni District Purba Medinipur . Reach Iii Ch . 2 . 0 Km 2 . 8 Km Jaldah
Tender Value
22.47 Crore
Estimated cost
Bid Submission
24 Jan 2020
0 days left
EMD
50 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Block Ramnagar I → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Coastal Protection Work From Jamra Ssk Primary School At Shankarpur To Jaldha For A Length Of 2800 M In Block Ramnagar I Ps Mandarmoni District Purba Medinipur . Reach Iii Ch . 2 . 0 Km 2 . 8 Km Jaldah
BOQ
| Name of Work: Coastal protection work from Jamra SSK Primary School at Shankarpur to Jaldha for a length of 2800 m in Block Ramnagar I PS Mandarmoni District Purba Medinipur. Reach-III [Ch.2.0 km– 2.8 km(Jaldah)] | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.\nDepth of excavation not exceeding 1,500 mm. | 1 | 9040 | %Cum. |
| 2 | 2 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 2 | 5680 | Sqm. |
| 3 | 3 | Brick work with 1st class bricks in cement mortar (1:4)\nIn superstructure, Ground floor | 3 | 2250.01 | Cum. |
| 4 | 4 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. \nFor works in foundation, basement and upto roof of ground floor/upto 4 m. \nTor steel/Mild Steel\nJSW/JSPL/ SHYAM/ SRMB/ BMASL/ ELECROSTEEL/ SSL | 4 | 85.33 | MT. |
| 5 | 5 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (b) Above 30 mm & upto 37 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 5 | 16950 | Sqm. |
| 6 | 6 | Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5.\n50 mm thick interlocking designer concrete paver block M- 30 grade for non-traffic zone,buiding premises, garden, parks, domestic drive as per IS: 15658- 2006(over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation.)\nColoured Decorative | 6 | 2800 | Sqm. |
| 7 | 7 | Supplying, fitting, fixing marble slab/tiles, 15 mm. to 18 mm. thick in dado / wall in 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks applying white cement slurry @ 4.4 kg/ sq.m at the back side of marble & pointing in cement mortar (1:2) (1 cement, 2 marble dust) with admixture of pigment matching the stone shades including polishing all complete as per direction of the Engineer-in-charge including cost of materials, labours, scaffolding, staging, curing complete. [White cement, Pigment to be supplied by the Agency]. (a) With Makrana plain pink / Adranga Pink / Garbh Gulabi / Udaypur Pink / Udaypur green / Black Bhalsana\nArea of each slab/tile exceeding 0.6 sq.m but not excedding 1 sq.m. | 7 | 1080 | Sqm. |
| 8 | 8 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)\nWith earth obtained from excavation of foundation. | 8 | 3013 | %Cum. |
| 9 | 9 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding / staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface].\nWith 1:3 cement mortar\n20 mm thick plaster | 9 | 480 | Sqm. |
| 10 | 10 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE: Cement 0.152 cu.m per 100 sq.m. | 10 | 480 | Sqm. |
| 11 | 11 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.\nPakur Variety | 11 | 12444.5 | Cum. |
| 12 | 12 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.\nPakur Variety | 12 | 835 | Cum. |
| 13 | 13 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) - by fine sand | 13 | 29220 | %Cum. |
| 14 | 14 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. For Exposed Work, CPVC Pipes Class-I,SDR-11. 40 mm (Dia) | 14 | 1380 | Mtr. |
| 15 | 15 | 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 and Technical specifications. | 15 | 321 | Nos |
| 16 | 16 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge. | 16 | 72.72 | HP-HR |
| 17 | 17 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).\n1st class brick ballast | 17 | 69.34 | Cum. |
| 18 | 18 | Filling of joints in concrete lining blocks, expansion joints of structure etc. with bituminous compound (VG 10 @ 0.693 MT / Cum) and sand in proportion 75:25 for filling the joints properly as per instruction of the Engineer-in-charge with hot sand and bituminous compound including cost of supply and carriage of all materials to site as per direction of the Engineer-in-charge. | 18 | 5.8 | Cum. |
| 19 | 19 | Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer in-charge. \nOrdinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. | 19 | 5376 | Cum. |
| 20 | 20 | Supplying Heavy Black stone boulder to site including Royalty and cost of loading, carriage up to site, unloading and stacking as per direction of the Engineer-in-charge. | 20 | ||
| 21 | 20.01 | Each weighing 30 kg to 100 kg. | 21 | 13165.7 | Cum. |
| 22 | 20.02 | Each weighing above 100 kg | 22 | 3000 | Cum. |
| 23 | 21 | Labour charge for dumping / laying of Laterite / Stone Boulders 25 kg & above / Shingles / Brick Bats, from stack of worksite with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/ Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges.\nBoulder 25kg & above where boats are not necessary. | 23 | 9582.86 | Cum. |
| 24 | 22 | Labour charges for bouIder pitching on top and slope by placing required boulders (each weighing 25 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments as required, preparing sub-grade by cutting or filling the earth on slope upto 7.5 cm. depth, watering and ramming where necessary complete as per direction of the Engineer-in-charge. a) Over Jhama Khoa / metal filter/ Geo-textile filter. | 24 | 6582.86 | Cum. |
| 25 | 23 | Supplying M.S.Sheet pile, of all sections including carriage, loading, unloading, and stacking complete at site. | 25 | 316.48 | MT. |
| 26 | 24 | Driving M.S.Z. type sheet piles of any kind of approved type and size conforming to I.S. code in all kinds of soil/ soil mixed with gravel, shingle & pebbles, by vibro-sinker including handling, cutting to requisite size, drilling holes, hoisting in position, welding, fabrication of sets of tapper piles, corner piles etc. with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equipments, scraping and cleaning piles, painting the surface with one coat of surface primer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc. including all cost of labours, supply and carriage of equipmemnts to site (by any mean) as per drawing and direction of the Engineer-in-charge but excluding the cost of sheet piles. NB:- Measurement of area underground to be taken i.e. straight length of pile multiplied by driven length). | 26 | 2087.5 | Sqm. |
| 27 | 25 | Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades. | 27 | 5962.7 | Kg. |
| 28 | 26 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.\n17.5 cm av. Diameter | 28 | 138.33 | Mtr. |
| 29 | 27 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all 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.\n17.5 cm av. diameter | 29 | 92.22 | Mtr. |
AI Tender Summary
Tender Timeline
Jan 04, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 24, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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