Development Of Sashan Ghat Near Nh 31C At Chekamari In Madarihat-Birpara Development Of Sashan Ghat Near Nh 31C At Chekamari In Madarihat-Birpara P . S . Within Alipurduar Zilla Parishad
Tender Value
6.26 Lakhs
Estimated cost
Bid Submission
22 Jan 2021
0 days left
EMD
12533
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
MADARIHAT → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Development Of Sashan Ghat Near Nh 31C At Chekamari In Madarihat-Birpara Development Of Sashan Ghat Near Nh 31C At Chekamari In Madarihat-Birpara P . S . Within Alipurduar Zilla Parishad
BOQ
| Name of Work: Development of Sashan Ghat near NH 31C at Chekamari in Madarihat-Birpara P.S. Within Alipurduar Zilla Parishad. | |||||
|---|---|---|---|---|---|
| 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. a) Depth of excavation not exceeding 1,500 mm. | BI01010001010000000000000515BI0100001115 | 19.21 | cum |
| 2 | 2 | Earth work in filling in foundation trenches or plinth with earth in layer not exceeding 150mm.including watering and ramming etc. layer by layer complete (payment to be on basis of measurement of finished quantity of work.) With earth obtained from excavation of foundation | BI01010001010000000000000515BI0100001116 | 3.84 | cum |
| 3 | 3 | With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth. | BI01010001010000000000000515BI0100001117 | 12.02 | cum |
| 4 | 4 | Single brick flat soling of picket jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. | BI01010001010000000000000515BI0100001118 | 78.1 | sqm |
| 5 | 5 | Cement concrete with graded shingles 30mm. Size excluding shuttering.In ground floor (6:3:1) Proportion | BI01010001010000000000000515BI0100001119 | 5.86 | cum |
| 6 | 6 | 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. b) River Bazree: | BI01010001010000000000000515BI0100001120 | 16.53 | cum |
| 7 | 7 | 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\nthickness 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) (f) 25 mm to 30 mm shuttering without staging in foundation | BI01010001010000000000000515BI0100001121 | 38.88 | sqm |
| 8 | 8 | (f) 25 mm to 30 mm shuttering with staging in foundation | BI01010001010000000000000515BI0100001122 | 81.76 | sqm |
| 9 | 9 | 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\nand direction. (JSW/JSPL/Shyam/SRMB/SSL/BMASL/Electrosteel) | BI01010001010000000000000515BI0100001123 | 1.56 | MT |
| 10 | 10 | Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth | BI01010001010000000000000515BI0100001124 | 6.82 | cum |
| 11 | 11 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | BI01010001010000000000000515BI0100001125 | 42.08 | sqm |
| 12 | 12 | 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] (ii) With 1:4 cement mortar (a) 10 mm thick plaster | BI01010001010000000000000515BI0100001126 | 41.07 | sqm |
| 13 | 12.01 | (ii) With 1:6 cement mortar (ii) 15 mm thick plaster | BI01010001010000000000000515BI0100001127 | 42.08 | sqm |
| 14 | 12.02 | (ii) With 1:6 cement mortar (iii) 20 mm thick plaster | BI01010001010000000000000515BI0100001128 | 42.08 | sqm |
| 15 | 13 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.\nNOTE:Cement 0.152 cu.m per100 sq.m. | BI01010001010000000000000515BI0100001129 | 35.08 | sqm |
| 16 | 14 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.\nIn ground floor.\n3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement) \nUsing grey cement. (ii) 25 mm. thick | BI01010001010000000000000515BI0100001130 | 53.64 | sqm |
| 17 | 15 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile &\nfinishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (B) Wall\nWith Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.(b) Area of each tile above 0.09 Sq.m\n(i) Coloured decorative | BI01010001010000000000000515BI0100001131 | 11.88 | sqm |
| 18 | 16 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same throughly(plastered or concrete surface as per manufaractures specification.)Two Coats | BI01010001010000000000000515BI0100001132 | 125.22 | sqm |
| 19 | 17 | (b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.on steel surface | BI01010001010000000000000515BI0100001133 | 7.2 | sqm |
| 20 | 18 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :\n(b) On steel or other metal surface : (iv) Two coats (with any shade except white) | BI01010001010000000000000515BI0100001134 | 7.2 | sqm |
| 21 | 19 | Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry\n@ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete.\nIn ground floor.(c) Area of each Granite slab above 1.00 Square meter. | BI01010001010000000000000515BI0100001135 | 7.92 | sqm |
| 22 | 20 | M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 8161956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m./ 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For roof truss works | BI01010001010000000000000515BI0100001136 | 0.475 | MT |
| 23 | 21 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). | BI01010001010000000000000515BI0100001137 | 41.1 | sqm |
| 24 | 22 | Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping)(A) 300 mm lapping each way(a) With 0.60 mm sheet | BI01010001010000000000000515BI0100001138 | 14.4 | M |
| 25 | 23 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools\nand plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m | BI01010001010000000000000515BI0100001139 | 0.57 | MT |
| 26 | 24 | Asbestos ridging (with standard lap) fitted and fixed with necessary hook, bolts, nuts, washers, etc. complete.(b) Serrated adjustable type | BI01010001010000000000000515BI0100001140 | 20 | M |
| 27 | 25 | Asbestos corrugated (Trafford or similar approved quality) sheet (6 mm thick) work (excluding the supporting framework) fitted and fixed with 9.5mm. dia. J or L hookbolt and nuts, limpet and bitumen washers and putty with 150 mm end lap & one corrugation minimum side lap complete. (Payment should be made on area of finished\nwork)In Roof | BI01010001010000000000000515BI0100001141 | 41.4 | sqm |
| 28 | 26 | Supply of G.I. pipe TATA(mediam) make of different dia including necessary sockets.(a) 40mm dia TATA(M) | BI01010001010000000000000515BI0100001142 | 6 | M |
| 29 | 27 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239\n(Part - I). (a) 40mm dia PVC rigid pipe (A) PVC Pipes | BI01010001010000000000000515BI0100001143 | 21 | M |
| 30 | 28 | Labour for boring tube well of required dia by water jet system through any type of soil of strata including hire and labour charges for boring pipes scaffolding ,tools and plants as necessary and taking out them and lowering pipes ,strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidential works in the connection. The tube well should have minimum 50mm gap in between the outside of the tube well pipe and the bore.(a) for depth upto 150m for 40mm dia | BI01010001010000000000000515BI0100001144 | 33 | M |
| 31 | 29 | Supply high density polythine strainer of approved make with adapter conforming to IS Specification.40mm dia | BI01010001010000000000000515BI0100001145 | 3.66 | M |
| 32 | 30 | Supplying fitting and fixing popular Maya Pump no-6 for 40mm dia Tube Well | BI01010001010000000000000515BI0100001146 | 1 | No |
| 33 | 31 | Add GST@12% | BI01010001010000000000000515BI0100001147 | 1 | |
| 34 | 32 | Add CESS@1% | BI01010001010000000000000515BI0100001148 | 1 |
AI Tender Summary
Tender Timeline
Jan 16, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 22, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 25, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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