Tender For Construction Of Ten Vent Sluice Across Tamillya Khalout Falling To River Darakeswar (Jhumi)Right Bank At Mouza-Mansuka, Gp-Mansuka-I, Block And Ps-Ghatal, Dist-Paschim Medinipur.
Tender Value
7.51 Crore
Estimated cost
Bid Submission
28 Mar 2023
0 days left
EMD
10 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
ghatal → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Ten Vent Sluice Across Tamillya Khalout Falling To River Darakeswar ( Jhumi ) Right Bank At Mouza-Mansuka, Gp-Mansuka-I, Block And Ps-Ghatal, Dist-Paschim Medinipur.
BOQ
| Sl. No. | Item Description |
| 1 | Cutting uprooting and clearing jungles including shrubs, water weeds,bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. |
| 2 | 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 orotherwise) |
| 3 | Supplying Hume pipe 1200 dia NP-3 spigot |
| 4 | Providing 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.1200 mm dia |
| 5 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.15 cm. Av. Diametre. |
| 6 | 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.15 cm. Av. Diametre. |
| 7 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site.Width of thinner end above 15 cm. Jhaw / Eucalyptus. |
| 8 | Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge.One coats. |
| 9 | Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length). |
| 10 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.Where boats are not necessary |
| 11 | Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av.dia.of bamboo not less than 5.0 cm.) |
| 12 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg) |
| 13 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials).NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag |
| 14 | Extra rate for item no 6 above for each additional lead of 60 metre or part thereof beyond the initial lead of 30 metre .2(two) Extra Lead |
| 15 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. |
| 16 | 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. I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. upto 3 m depth (iv) Without pumping out water and shoring. |
| 17 | Supplying, Hot Roller Non-Alloy Steel Sheet piling Z-Typeor U Type with Larsen Interlock as per EN 10248-1:1996 Steel name S430GP & number 1,0523 (both as per EN-10027), Classification Quality Steel (QS) as per EN 10020 having minimum yeild strength of 430 n/mm2 including all statutory taxes, duties and incidental charges but excluding GST at Ex- stack yards of the supplier / Ex- Port in west Bengal / Ex-Railway yard in West bengal. For Export delivery , custom clearance formalities and charges would have to be borne by the Supplier as per dimensional parameters, sectional properties and testing requirements given bellow: Range of minimum thickness (excluding tolerance) at any part in mm -8.5 = tmin = 9.5 Range of Mass (Kg/Sq.m) -105.00 = M = 120.00 Range of Elastic Modulus (cm3) -1600 = E = 2200. |
| 18 | Driving M S 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). |
| 19 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. |
| 20 | Extra rate over Item Nos.19for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres.8 (eight) Extra Lead |
| 21 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. |
| 22 | Labour charges for providing filter with well graded 40 m.m. down stone metal / shingles and laying uniformly below pitching on bed, side slopes including preparing bed with earthwork up to 30 cm depth, where necessary and compacting as per direction of the Engineer- in - Charge and including all leads and lifts complete but excluding the cost of supply and carriage of stone metals up to site. |
| 23 | Precast cement concrete blocks or lining units as per designed section and specification,in nominal mix proportion 1:1.5:3( corresponding to M20 Grade) with well graded 20mm down stone metal aggregate , including dressing, ramming, shuttering, finishing the surface by trowel without adding any additional cement and sand morter, curing, transporting and lying the blocks or lining units at worksite in position over sand cushion/ filter layer, with cold ( paper) joints between the adjacent units, having gap varying from 0 to 5mm as tolerable, with all leads and lifts, including supply and carriage of all materials complete. Stone aggregates of Pakur .Note: Provisions of of latest Departmental Manual for Lining in Irrigation Canals are to be followed, whereever applicable. |
| 24 | 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.a)M15 grade, Using concrete mixer |
| 25 | 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. |
| 26 | 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.(D)RCC Grade M25(I)Using concrete mixer |
| 27 | Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, 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 as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.(E)RCC Grade M25(i) Height upto 5m (I)Using concrete mixer |
| 28 | Furnishing and Placing Reinforced / Prestressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, 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 as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications. (i) For Solid Slab Super-structure(B)RCC Grade M25 (a)Height upto 5m(I) Using concrete mixer |
| 29 | Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial traightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. |
| 30 | Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. |
| 31 | Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications.. |
| 32 | Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works. |
| 33 | Making rectangular sausage cage with 10 SWG galvanized iron wire of 125mm. x 125mm. mesh wire netting with proper lapping of minimum 150 mm. including sewing the joints with 12 SWG G I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump agreegates complete as per direction of the Engineer-in-charge but excluding the cost of boulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces )(d) 0.90 metre x 0.60 metre nominal section |
| 34 | Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8 SWG G I wire net of different mesh sizes tying & sewing the same maintaning a lap langth of 150mm all around with 12 SWG G I wire complete, including the cost of supply of wire netting,fitting etc, complete as per direction of the Engineer - in charge. (b) Mesh size 125 mm x 125 mm with 10 SWG wire |
| 35 | Supply of stone / laterite boulders atsite including cost of material, loading, unloading and carriage and including all incidental charges like Royalty,complete. (Royalty certificate in original from concerned authority are to be submitted along with the bill)(c)Laterite boulder (Each weighing 20 kg to 40 kg.) |
| 36 | Labour charges for bouIder pitching on top and slope by placing required boulders (each weighing 20 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments asrequired, 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 |
| 37 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisit thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(ii)For Construction of Sub Base by consolidating Laterite (90 mm to 45 mm):Add cost at site of 1.45 m³ of materials to arrive at the complete rate. Laterite Chelly |
| 38 | Supplying,spreadingandconsolidatingMoorumtoa depth of 75mm atdesireddensityandC.B.R.asper specification with power roller to proper gradientandcamberincludingwateringasnecessary,andlighting,guarding,barricading andmakingadequate earthenbundhwherenecessarytoprotecttheedgesandcuringwithwaterfor2to3 days,mendingcracksbyrollingwherenecessaryincludingallincidentalchargesofroller,costoffuel& lubricants etc. complete as per specification. |
| 39 | R.C. Guard postSupplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.With Pakur variety stone chips |
| 40 | Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS:14252:2015 for bank protective works including all cost of cost of transportation on road by all means, including other incidental charges complete. Note:Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.8 including the sub-paragraphs, i.e.2.8.1 and 2.8.2 under the Chapter of “Specification for Works ”in the USoR shall be reproduced and included in the tender documentas “Specification and Special Terms&Conditions for High Density Polyethylene (HDPE) Bags” in case of use of this item in the estimate.” |
| 41 | Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30 m and all lifs including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge. (Volume of earth / sand filled bag should not be less than 0.0328 cum). |
| 42 | Extra rate for item no above for each additional lead of 60 metre or part thereof beyond the initial lead of 30 metre. 5 (five) Extra Lead |
AI Tender Summary
Tender Timeline
Mar 06, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMar 28, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 30, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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