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Construction Of Seat, Railing,Protection Work Of North, East And West Side Bank Etc.- Rejuvenation Program Of Sagar Dighi And Adjoining Action Area., sagardighi-West Bengal

Municipal Affairs Department has published Construction Of Seat, Railing,Protection Work Of North, East And West Side Bank Etc.- Rejuvenation Program Of Sagar Dighi And Adjoining Action Area.. Submission Date for this Tender is 21-03-2023. Civil Work Tenders in sagardighi West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

36477712
Construction Of Seat, Railing,Protection Work Of North, East And West Side Bank Etc.- Rejuvenation Program Of Sagar Dighi And Adjoining Action Area.
Open Tender
Indian
West Bengal
sagardighi
21-03-2023

Tender Details

Construction Of Seat, Railing, Protection Work Of North, East And West Side Bank Etc.- Rejuvenation Program Of Sagar Dighi And Adjoining Action Area.

Key Value

Document Fees
Refer document
EMD
INR 208910.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: CONSTRUCTION OF SEAT, RAILING,PROTECTION WORK OF NORTH, EAST AND WEST SIDE BANK ETC.- REJUVENATION PROGRAM OF SAGAR DIGHI AND ADJOINING ACTION AREA.
Sl. No. Item Description
1Clearing compound premises of shurbs, plants, junglesetc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to executionwill be necessary). (P-268/It-19; PWD Sch.-Vol-I)
2Dismantling 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.- In Ground Floor (P-10/It-1; PWD Sch.- Vol-I)
3Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.-In ground floor including roof upto 150mm. thick. (P-10/It-2; PWD Sch.- Vol-I)
4Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof. (P-10/It-3; PWD Sch.- Vol-I)
5Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. (P-12/It-13; PWD Sch.- Vol-I)
6Uprooting and Removing Stumps & roots, compactionof backfilling and stacking of serviceable material bymanual means as per Technical Specifications Clause201 for Rural Roads of MORD. A. Lead upto 100 m Ref P-232 , It-2.02 PWD (Rd SOR)
7Cutting of branches of trees shrubs and trimming ofgrass and weeds. i) Cutting of branches of trees and shrubs fromthe road way or with in R.O.W including disposalof wood and leaves to suitable location as pertechnical specification Clause 1914 for RuralRoads of MORD. Ref P-281 , It-10.16 PWD (Rd SOR)
8Pumping out water from ponds or tanks (P-4/It-8; PWD Sch.- Vol-I)
9Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed Ref P-1,It-1,PWD
10Earth 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. Depth of excavation not exceeding 1,500 mm.
11Earth 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) (a) With earth obtained from excavation of foundation.
12Earth 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. With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth.
13Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (P-14/It-1; PWD Sch.- Vol-I)
14Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size)of Pakur variety excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (P-24/It-4; PWD Sch.- Vol-I )
15Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation withwater, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
16Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) of Pakur variety excluding shuttering and reinforcement if any,as per relevant IS codes.- In Ground Floor (P-26/It-10; PWD Sch.- Vol-I )
17Hire 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. a)25 mm to 30 mm shuttering without staging in foundation
18b)9 mm to 12 mm thick approved quality ply board shuttering in any concrete work . - In Gr.Fl.
19Reinforcement (Tor Steel/ Mild Steel) 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. With JSWL/JSPL/SHYAM/SRMB/BMASL/ ELECTROSTEEL/SSL For works in foundation, basement and upto roof of ground floor/upto 4 m
20Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] In ground floor a. Area of each Granite slab 0.6 to 1.0 Square meter.
21Supplying,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 @ 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. In ground floor (c) Area of each Granite slab above 1.00 Square meter.
22Plaster (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). (ii) With 1:4 cement mortar a)20 mm. thick plaster With 1:6 cement mortar In Gr. Fl.
23Extra for Rusticated plaster (over rate of corresponding item of plaster) (a) With sand plus cement (Cement 0.053 Cu.m/100Sq.m) Ref,P-193 , It-2,PWD
24Band moulding (horizontal or vertical) rectangular section,made with cement plaster (1:4) complete. In ground floor. i) Projection upto 25 mm. (a) Depth or width (75 mm to 100 mm) (Cement 1.25Kg/Mtr.)
25Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC. Ref P-196 , It-8,PWD (Bldg SOR)
26Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer"s specification In Ground floor:(iii) Two coats
27M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs. In Gr. Fl. Grill weighing above 16 Kg./sq.mtr and above
28Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. (P-200/It-1; PWD Sch. Vol-I)
29Painting 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 : On steel or other metal surface : With super gloss (hi-gloss) Two coats (with any shade except white)
30125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. (P-16/It-16; PWD Sch.- Vol-I)
31Close Bamboo Walling made of 65mm to 75mm dia.bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works). (iii) With bamboos of length above 2.50m and upto 3.00m
32Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
33(b)Supplying and laying in the specific pattern of interlocking concrete paver block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per table I of IS 15658:2006) manufactured from BIS lincence manufacturer , withspacer nib (small protruding profile on the vertical face of a paver block used as a device for keeping minimum joint gap in beteen the paving block , as per Cl. No. 3.26 of IS : 15658 with flexural strength/ breaking load as per Annexure G of IS : 15658 on the prepared base course of specified CBR as per Table 1 of IRC SP 63 92018) or else as mentioned in design and drawing with a cushion of compacted bending sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver block with joint filling sand ( the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP63) and competing the edges with cut blocks as per Cl. No. 8.7 of IRC SP- 63(2018) with proper confinement of bedding and joint filling sand , compaction , levellingand filling up of the edge gap 50 mm thick
34Supplying and fixing grasses tiles of grass Maxican Carpet/Selection No. 1 Healthy & fresh grasses (size 1"x1" orbigger) including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from wees and fit for mowing including supplying good earth as required by Engineer-in-charge. (Rate includes supply of labour, tools & plants including materials)
35Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.(f) 600 mm dia
36Supply rate of Cast Iron Garden Bench(width 5 ft)
37GST @ 18.00 %
38CESS @ 1.00 %
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