Construction Of Concrete Road With Guard Wall From Notibpur Paschimpara To Azizia Madrash Sikhya Kendra Under Korala I G . P Under State Plan ( Sch . Id . 231/Sp/2017-18 ) ( 2Nd . Call ) .
Tender Value
24.97 Lakhs
Estimated cost
Bid Submission
15 Jul 2020
0 days left
EMD
50000
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
HOWRAH → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Concrete Road With Guard Wall From Notibpur Paschimpara To Azizia Madrash Sikhya Kendra Under Korala I G . P Under State Plan ( Sch . Id . 231 / Sp / 2017-18 ) ( 2Nd . Call ) .
BOQ
| Name of Work: Construction of Concrete Road with guard wall from Natibpur Pachimpara Azizia Madrasa Sikhya Kendra under Korala -1 G.P (Sch. ID. No.231/SP/2017-18)(2nd call) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.\nSingle flat soling.\nIn ground floor including roof. | 3 | 9 | Cu.m |
| 2 | 2 | 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. | 93 | %cum | |
| 3 | 3 | Filling in foundation or plinth by silver sand in\nlayers not exceeding 150 mm as directed and\nconsolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on\nmeasurement of finished quantity) | 45 | % cum | |
| 4 | 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 572.5 | sqm | |
| 5 | 5 | Brick work with first class bricks in cement motar (1:4).\nIn foundation and plinth. | 74.86 | cum | |
| 6 | 6 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if\nany, in ground floor as per relevant IS codes.\nPakur Variety | 19.5 | cum | |
| 7 | 7 | Supplying ready mixed concrete of M 30Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier]\n(i) Without approved concrete pump | 79.5 | Cum | |
| 8 | 8 | Hire and labour charges for shuttering with centering and necessary staging upto 4M. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting & fixing and striking out after completion of works (upto roof of ground floor) 25 mm to 30 mm shuttering without staging in foundation | 40 | sqm | |
| 9 | 9 | Reinforcement for reinforcement concrete work in all sorts of structures including distribution bars, stirrups, binders, etc. including supply of rods, initial straightening and removal of loose rust (if necessary) cutting to requisite length, hooking and\nbending to correct shape, placing in proper position and bending with 16 guage black annealed wire at every intersection, complete as per drawing and direction.\n(a) In foundation, basement and upto roof of ground floor/upto 4 M.\nTor steel / Mild steel. | 1 | MT | |
| 10 | 10 | 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 (G.F.)[excluding cost of chipping over concrete surface]\n15mm thick 4:1. | 200 | sqm | |
| 11 | 11 | Neat cement punning about 1.5mm thick in wall dado, window sills, floor, drain etc. | 146.25 | sqm | |
| 12 | 12 | Providing construction Joint at Concrete road with 12mm thick Thermokal Board in position including cutting to requisite size and shape all complete as per direction of Engineer -in -Charge. | 15 | sqm | |
| 13 | 13 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. | 300 | Mtr | |
| 14 | 14 | Supplying Sal-bullah piles at work site, including dressing and making one end pointed\nlength 480 m \n150 mm dia | 1167 | m | |
| 15 | 14.1 | 100 mm dia | 70 | m | |
| 16 | 15 | Coal tarring on wooden surfaces including cost of materials \nSingle coat.\n | 572 | sqm | |
| 17 | 16 | Labour for driving Sal-bullah / Eucalyptus bullah\npiles 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.\n200mm diameter | 1100 | sqm | |
| 18 | 17 | Labour for fitting and fixing 10 cm. to 13 cm.\ndiameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts. | 70 | m | |
| 19 | 18 | Darma mat stiffened with split bamboo wailing pieces in both direction @ 50 cm c/c, placed, fitted and fixed with frame work or behind piling\nworks and tied with 22 SWG, GI wire as per direction including cost, carriage and supplying all materials to site complete. A) Where boats are not necessary | 150 | sqm | |
| 20 | 19 | Supplying empty Cement bags in good condition. | 600 | %Nos | |
| 21 | 20 | Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. | 600 | %Nos | |
| 22 | 21 | Add Maintenance Cost of Concrete Road for 10 years @ 10% on sum of item no 1.00 to 17.00 i.e on Amount Rs 2007305.37 | 1 | LS | |
| 23 | 22 | Add G.S.T @ 12% on Rs. 2208035.90 ( It.1 to It. 20) | 1 | Each | |
| 24 | 23 | Add Cess @ 1% on Rs. 2473000.21 ( It.1 to It. 21) | 1 | Each |
AI Tender Summary
Tender Timeline
Jun 30, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 17, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender