Wb/Spg/Zp/N-96/2/21 Construction Of Road From Ghaterchak To Belpukur Via Laxmi Pasa Kathpole Under Netaji Gp , Belpukur Gp And Keoratala Gp Under Kulpi Ps , Under Ridf-Xxvi
Tender Value
4.86 Crore
Estimated cost
Bid Submission
05 Mar 2021
0 days left
EMD
9.73 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
Kulpi → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Wb/Spg/Zp/N-96/2/21 Construction Of Road From Ghaterchak To Belpukur Via Laxmi Pasa Kathpole Under Netaji Gp , Belpukur Gp And Keoratala Gp Under Kulpi Ps , Under Ridf-Xxvi
BOQ
| Name of Work: Construction of road from Ghaterchak to Belpukur via Laxmi Pasa Kathpole under Netaji GP, Belpukur GP and Keoratala GP under Kulpi PS, under RIDF-XXVI | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road Work | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specifications Clause 201 for Rural Roads of MORD.\nBy Manual Means | BI01010001010000000000000515BI0100001113 | 1.17 | hec |
| 3 | 1.02 | Earthwaork in Cutting to from Road Section in Correct Profile including removal of Spoil not Exceeding initial Lead of 50m and Lift of 1.5m (i) In ordinary soil | BI01010001010000000000000515BI0100001114 | 6876.75 | m3 |
| 4 | 1.03 | Compacting Original Ground\nCompacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | BI01010001010000000000000515BI0100001115 | 3541.3 | m3 |
| 5 | 1.04 | Construction of Embankment with Material Deposited from Roadway Cutting. \nConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 for Rural Roads of MORD. Factor (1.00/0.90 = 1.111 cum) | 6189.08 | m3 | |
| 6 | 1.05 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)\nWith Carted Earth, Lead up to 1km Land arranged by contractor | 17596.2 | m3 | |
| 7 | 1.06 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)\nWith Carted Earth, Lead beyond1km Land arranged by contractor | 11730.8 | m3 | |
| 8 | 1.07 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary eartheb bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(Sand-Bats) | 5304.52 | m3 | |
| 9 | 1.08 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stage to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required desity, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\n ii) Grading -I Aggrigate (63 to 45 mm Size) using stone screening Type -B(11.2 mm size)\nB. By Manual means | 1672.28 | m3 | |
| 10 | 1.09 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stage to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required desity, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\n ii) Grading -II Aggrigate (53 to 22.4 mm Size) using stone screening Type -B(11.2 mm size)\nB. By Manual means | 1672.28 | m3 | |
| 11 | 1.1 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Using 7.5 kg bitumen emulsion/10sqm)\n(i) For WBM/WMM Surface: (with primer @ 0.70-1.0 kg/sqm) 0.85 kg/sqm | 22297.1 | m2 | |
| 12 | 1.11 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Using Emulsion @0.225kg/sqm\n(ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.)\n | 22297.1 | m2 | |
| 13 | 1.12 | Providing & laying 20 mm Thk open graded Premixed carpet using 13.2 mm @ 0.18 cum / sqm and 11.2mm @ 0.09 cum / sqm size stone agreegates , including thorough cleaning of the surface , applying tack coat , screening , cleaning and preheating stone chips and fully pre coating the same with matrix @ 54 kg / cum of agreegates laying the Premixed chips uniformly over the surface , hand packing thoruogh loading by power roller , including the cost & carriage of stone chips & matrix , heating the Matrix and all other cost & carriage of stone chips in this connection including hire charges and cost of fuel & lubricants of machineries & equipments for construction & quality control as per IRC specification complete including cost of applying Tack Coat using Bitumen Emulsion @3.0Kg./10 sq.m. in tack coat a) using Mobile HMP ( light duty) Specification as per MORTH | 22297.1 | m2 | |
| 14 | 1.13 | Laying premixed Seal coat ( Ty-B) with approved quality grit/sand @0.6m3/100m2 & hot bitumen ,including heating and mixing cleaned grit ( 100 % passing through 2.36 mm sieve and retained on 180 micron sieve ) uniformly with hot binder @113.5kg per m3 of grit in suitable pan/mobile Hot Mix plant (Light duty), laying and spreading the mix at an uniform rate using suitable means, brusing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for constraction and quality control complete over freshly laid premixed carpet (b) Using Mobile Hot Mix Plant (Light duty). Specification as per MORTH | 22297.1 | m2 | |
| 15 | 1.14 | Supplying 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 mendinggood 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\n | 120 | Nos | |
| 16 | 1.15 | Painting (one coat) guard posts with 6nos. of 16cm\nwide horizontal alternate band in different colours\nafter the scrapping the surface free from old paint\netc. as directed with best quality synthetic enamel\npaint of approved make and brand after fixing old\nexisting guard post in correct position true to line and\nlevel with repacking the ground at base properly\nand mending good damages if necessary complete\nin all respect. | 120 | Nos | |
| 17 | 1.16 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.\n(iii) Hectometer stone (precast) \n # Ref. PWD (WB). Scheduled of Rates : 2015-16 Item 8.10.(iii) Page No. 266 | 23 | No | |
| 18 | 1.17 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.\n(i) 5th kilometre stone (precast) \n # Ref. PWD (WB). Scheduled of Rates : 2015-16 Item 8.10.(i) Page No. 266 | 2 | No | |
| 19 | 1.18 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.\n(ii) Ordinary kilometer stone (precast) \n # Ref. PWD (WB). Scheduled of Rates : 2015-16 Item 8.10.(ii) Page No. 266 | 5 | No | |
| 20 | 1.19 | Painting (one coat) K.M. post with best quality\nsynthetic enamel paint of approved make and\nbrand of different shades as directed after cleaning\nand washing the surface including mending good\ndamages as necessary complete in all respect. | |||
| 21 | 1.2 | a) 5th K.M. Post | 2 | No | |
| 22 | 1.21 | b) Ordinary K.M. Post | 5 | No | |
| 23 | 1.22 | Providing and fixing of retro reflectorised cautionary,mandatory and informatory sign as per IRC :67 madeof high intensity grade sheeting vide clause 801.3,fixed over aluminium sheeting, 1.5 mm thicksupported on a mild steel angle iron post 75 mm x 75mm x 6 mm firmly fixed to the ground by means ofproperly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cmbelow ground level as per approved drawing and\nClause 801 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision). | 6 | No | |
| 24 | 1.23 | Direction and Place Identification Signs upto 0.9 sqm Providing and erecting direction and place\nidentification retro-reflectorised sign as per IRC:67\nmade of high intensity grade sheeting vide clause\n801.3, fixed over aluminium sheeting, 2 mm thick with\narea not exceeding 0.9 sqm supported on a mild\nsteel single angle iron post 75 x 75 x 6 mm firmly fixed\nto the ground by means of properly designed\nfoundation with M15 grade cement concrete 45 x 45\nx 60 cm, 60 cm below ground level as per approved\ndrawing and Clause 801 of Specifications for Road &\nBridge Works of MoRT&H (5th Revision).. | 10 | No | |
| 25 | 1.24 | Supplying and labour for 10 cm dia Eucalyptus bullah of 4.00mtr length driving two third of total ballah at work site including dressing, making one end pointed (dia of bullah measured at 1.5m from the thicker end.)driving u c ballah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and placing heads incl 3.00no runner of 100mm dia ballah and 100.00mm dia ballah for tie bar @2.25m c/c including coal tarring. | 971 | mtr | |
| 26 | 1.25 | Close 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. | 1097 | mtr | |
| 27 | 1.26 | 600 mm. Dia. NP3 Yype H.P. Burried Condoet x2 nos. Earthwork in excavation for foundation of structures as per drawing and technical specification including setting out, removing spreading or stacking of spoils within a lead of 150m. As directed and including trimming the side of the trenches, leveling dressing and ramming the bottom, complete as per direction of the Engineer-in- Charge in all sorts of soil excluding marshy soil & rocks (soft or hard) manual means | 16.59 | m3 | |
| 28 | 1.27 | Providing & Layer cement concrete with or without reinforcements in any parts of foundations / sub-structure / super-structure or bridges /culverts with graded stone chips/gravel/bajree of specified nominal size including screening and cleaning of coarse aggregates and sand, cost of curnjng with water, including cost and carriage of all materials but excluding cost of form work and reinforcement works complete # P.W.D (R) S/R 4.4 30.b. Page 220. Nominal Mix (1:2:4) (Less Area for Pipe = 0.035947) Detaile calculation attached | 6.29 | m3 | |
| 29 | 1.28 | Providing and laying Reinforced Cement concrete pipe NP3 (as per design in single row 600 mm dia) for culverts on first class bedding in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets including pumping out water, lighting, barricating, protecting etc. complete as per vide clause 1106 of specifications of Rural roads MORD. | 20 | m | |
| 30 | 1.29 | 2 Nos. - 1000 dia HP culvert | |||
| 31 | 1.3 | Earthwork in excavation for foundation of structures as per drawing and technical specification including setting out, removing spreading or stacking of spoils within a lead of 150m. As directed and including trimming the side of the trenches, leveling dressing and ramming the bottom, complete as per direction of the Engineer-in- Charge in all sorts of soil excluding marshy soil & rocks (soft or hard) manual means | 78.8 | m3 | |
| 32 | 1.31 | Providing & Layer design mix cement concrete with or without reinforcements in any parts of foundations / sub-structure / super-structure or bridges /culverts with graded stone chips/gravel/bajree of specified nominal size including screening and cleaning of coarse aggregates and sand, cost of curnjng with water, including cost and carriage of all materials but excluding cost of form work and reinforcement works complete Mix (1:2:4) (Less Area for Pipe = 0.035947) Detaile calculation attached M 15 | 5.42 | m3 | |
| 33 | 1.32 | (i) Type -A (Concrete Cradle) Bedding (1:2:4) Providing & Layer cement concrete with or without reinforcements in any parts of foundations / sub-structure / super-structure or bridges /culverts with graded stone chips of specified nominal size including screening and cleaning of coarse aggregates and sand, cost of curing with water, including cost and carriage of all materials but excluding cost of form work and reinforcement works complete | 12.37 | m3 | |
| 34 | 1.33 | First clas brick workin cement mortarin stening of well, pier,abutment, wing wall, parapet cost drain, HP culvert, guard walletc, including curing , scaffolding,raking outjoints etc complete including cost of carraige of all materials | 51.56 | m3 | |
| 35 | 1.34 | Plaster with sand and cement mortar including rounding off corners or chamfering corners as directed and including raking out joints or roughening of concrete surface, curing with cost and carriage of all materials. in cement mortar (1:4) 15mm thick | 51.62 | m2 | |
| 36 | 1.35 | Providing and laying Reinforceed Cement Concrete pipe NP3 ( as per design in single row 1000mm dia) for H.P. culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry work in head wall and parapets including pumping and bailing out water, lighting, barricating, protecting etc. | 20 | R.m | |
| 37 | 1.36 | Earthwork in filling in foundation tenches with good earth in layer not exceeding 15cm. Including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by department within a lead of 150m. | 13.43 | Cum | |
| 38 | 1.37 | Construction of 1 no 2 x 5.0 m x 3.42 m . Box Type RCC Culvert: Earthwork in excavation for foundation of structures as per drawing and technical specification including setting out, removing spreading or stacking of spoils within a lead of 150m. As directed and including trimming the side of the trenches, leveling dressing and ramming the bottom, complete as per direction of the Engineer-in- Charge in all sorts of soil excluding marshy soil & rocks (soft or hard) manual means | 539.81 | m3 | |
| 39 | 1.38 | Silver Sand filling in foundation trenches and at the back of abutment , wing wall etc. with good local sand free from earth in layer from earth in layer not exceeding 15 cm. including inundating each layer by profuse water and ramming layer by layer complete. | 93.95 | m3 | |
| 40 | 1.39 | 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\ncost of labour and materials for formwork &\nreinforcement works. (a) M-15 Grade Using concrete mixer.\n | 70.48 | m3 | |
| 41 | 1.4 | First clas brick workin cement mortarin stening of well, pier,abutment, wing wall, parapet cost drain, HP culvert, guard walletc, including curing , scaffolding,raking outjoints etc complete including cost of carraige of all materials | 268.94 | m3 | |
| 42 | 1.41 | 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\nadmixtures, as necessary, including labour, cost and\ncarriage of all materials and including preparation\nof 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. ( M 20 Grade Concrete \n | 119.5 | m3 | |
| 43 | 1.42 | Providing and laying Cement concrete Wearing\ncoat M-30 grade with graded stone chips 19mm\ndown including screening and cleaning approved\nstone chips and sand as necessary laying, finishing\ncomplete to camber and grade, curing with water,\nincluding cost and carriage of all materials and hire\ncharges for form work including reinforcement\ncomplete as per drawing and Technical\nSpecifications vide clause no. 2702 of MoRT&H’s\nSpecification for Road & Bridge Works. | 85.5 | cum | |
| 44 | 1.43 | Plaster with sand and cement mortar including rounding off corners or chamfering corners as directed and including raking out joints or roughening of concrete surface, curing with cost and carriage of all materials. in cement mortar (1:4) 15mm thick | 112.88 | m2 | |
| 45 | 1.44 | 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. | 80 | No | |
| 46 | 1.45 | Providing Sal-bullah / Eucalyptus bullah piles of\ndiameter not less than 150mm, driving upto desired\ndepth but not less than 4 m and spacing as per\napproved design and joining each bullah piles with\nthe staging props by proper arrangement capable\nto transmit the loads from superstructure, all\ncomplete. | 74.25 | m2 | |
| 47 | 1.46 | Drainage Spouts in Superstructure including\nproviding drip mouldings and also including\nsupplying, fitting and fixing approved type of\nmaterials complete as per drawing and Technical\nspecification vide clause no. 2705 of MoRT&H’s\nSpecification for Road & Bridge Works.\n | 8 | No | |
| 48 | 1.47 | 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,\ncarriage of all steel materials complete as per\ndrawing and technical specifications.\n | 23.42 | MT. | |
| 49 | 1.48 | Add 12% GST | 1 | item | |
| 50 | 1.49 | Add 1% L&W cess | 1 | item |
AI Tender Summary
Tender Timeline
Feb 15, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 05, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 10, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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