Improvement Of Kachudaram To Kabuganj Road Via Hatikhal Bazar Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Sonai Lac
Tender Value
10 Crore
Estimated cost
Bid Submission
05 Feb 2020
0 days left
EMD
20 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sonai → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Kachudaram To Kabuganj Road Via Hatikhal Bazar Under Signature Project Of Sopd-G ( State Priority Scheme ) For The Year 2019-20 , Sonai Lac
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Feb-2020 | Extension | Date | 05-Feb-2020 |
BOQ
| Name of Work: Improvement of Kachudaram to Kabuganj road via Hatikhal Bazar under Signature Project of SOPD-G (State Priority Scheme) for the year 2019-20, Sonai LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting out of Reference Bench mark and reference piller as MORT&H's Technical Specification Clause 100 and as per drawing 200.1 and 200.2 respectively\na) Setting out of Typical Bench mark as per drawing 200.1 | BI01010001010000000000000515BI0100001113 | 9 | Each |
| 2 | 2 | Setting out of Reference Bench mark and reference piller as MORT&H's Technical Specification Clause 100 and as per drawing 200.1 and 200.2 respectively\nb) Setting out of reference piller as as per drawing 200.2 | BI01010001010000000000000515BI0100001114 | 16 | Each |
| 3 | 3 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness..(ii) By Mechanical Means,A. In area of light jungle | BI01010001010000000000000515BI0100001115 | 2.83 | Hec. |
| 4 | 4 | Dismantling including disposal of unserviceable material and/or salvaging the useful material complete as per Technical Specification Clause No. 202(iii) Dismantling Brick / Tile work,B In cement mortar | BI01010001010000000000000515BI0100001116 | 97.35 | Cu.m. |
| 5 | 5 | Dismantling including disposal of unserviceable material and/or salvaging the useful material complete as per Technical Specification Clause No. 202.(ix) (C)Above 900 mm | BI01010001010000000000000515BI0100001117 | 60 | Metre |
| 6 | 6 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections. | BI01010001010000000000000515BI0100001118 | 2284.44 | Cu.m. |
| 7 | 7 | Compacting Original Ground-Compacting original ground supporting embankment | BI01010001010000000000000515BI0100001119 | 13000 | Cu.m. |
| 8 | 8 | Dressing and profiling the existing road layer of the road from edge to edge of the carriageway, filling low spots and ravelled stretches by additional 13% of materials of WBM-III and screeing matering for the whole surface, cambering, watering, rolling with 8-10 tonne vibratory roller to obtained specified compection etc to obtained uniform surface with cross fall from the road centre line to the other edge of the existiing road. Work to be carried out in accordance with MORT&H specification section 300 and as directed by deptt. (Rate considred as per SOR for Road Bridge & Culvert work for all division under PWD(SH&MDR) Assam 2018-19) | BI01010001010000000000000515BI0100001120 | 14838.4 | Sq.m. |
| 9 | 9 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) | BI01010001010000000000000515BI0100001121 | 15119.6 | Sq.m. |
| 10 | 10 | Construction of Embankment with materials obtained from borrowpits, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 ( including land compensation of earth) including all lead and lift conforming to clause no 305 of MoRT&H specification for Road and Bridge works ( 4th Revision ,2001) ,complete as directed by the Deptt. (a) from private land | BI01010001010000000000000515BI0100001122 | 35913.6 | Cu.m. |
| 11 | 11 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with with all lead and lift, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2 of technical specification clause 305) (including cost of testing of materials at site and laboratory as directed by the Deptt.) | BI01010001010000000000000515BI0100001123 | 11572.1 | Cu.m. |
| 12 | 12 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering | BI01010001010000000000000515BI0100001124 | 40871.5 | Sq.m. |
| 13 | 13 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401( Table 400 - 1) (i) for grading -II material | BI01010001010000000000000515BI0100001125 | 1067.91 | Cu.m. |
| 14 | 14 | Water Bound Macadam (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 stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd.density ( with an initial lead of 5.0 km.)By Manual Means,Grading- II | BI01010001010000000000000515BI0100001126 | 521.61 | Cu.m. |
| 15 | 15 | Water Bound Macadam (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 stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd.density ( with an initial lead of 5.0 km.)By Manual Means,Grading- III | BI01010001010000000000000515BI0100001127 | 521.61 | Cu.m. |
| 16 | 16 | Providing, laying, spreading and compacting Wet Mix Macadam both for widening/ full width base complete as per Technical specification Clause 406. | BI01010001010000000000000515BI0100001128 | 5500.33 | Cu.m. |
| 17 | 17 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)(Including cost of testing of materials at site and laboratory as directed by the deptt.)(i)With bitumen emulsion-CSS-1h | BI01010001010000000000000515BI0100001129 | 22140.1 | Sq.m. |
| 18 | 18 | Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.conforming as per clause 503 of MoRT&H specification for Road and Bridge works ( 4th Revision ,2001)by mechanical means complete as directed by the Deptt. | BI01010001010000000000000515BI0100001130 | 44280.2 | Sq.m. |
| 19 | 19 | Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller) ( The penetration grade bitumen shall have kinematic viscisity lying in the range 1*104 to 7x105 centistokes)( Including cost of testing ofmaterials at site and laboratory as directed bythe deptt.) | BI01010001010000000000000515BI0100001131 | 21793.2 | Sq.m. |
| 20 | 20 | Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour or equivalent using crushed aggregates of specified grading, premixed with 60/70 or VG-30 grade paved bitumen@ 4.0 to 4.5% by weight of total mix and filler transporting the hot mix to work site, laying with a hydro static paver finisher with sensor controlled to the rquired grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to acheive the desired compaction as pe MoSRT&H cl. no. 507 complete in all respect. (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) ,A)(b)'with polymer modified bitumen\n(ii) for GradingII(19 mm nominal size) | BI01010001010000000000000515BI0100001132 | 1107 | Cu.m. |
| 21 | 21 | Providing and laying bituminous concrete wearing course complete with refinery/Factory produced modified bitumen conforming to PMB 40 as per IRC-SP:53-2002 as directed by the Engineer and as per technical specifications 509 and 521.(C) With Cement as filler ( refer table 500-9 of MoSRT&H specification),b)with 60/70 or VG-30 grade paved bitumen,(ii) for GradingII(13 mm nominal size) | BI01010001010000000000000515BI0100001133 | 667.68 | Cu.m. |
| 22 | 22 | Direction and place identification sign upto 0.9sqm size board:Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)(i) 1500 mm x 900 mm, 18 Nos. | BI01010001010000000000000515BI0100001134 | 13.5 | Sq.m. |
| 23 | 23 | Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\na) Speed limit, 60 cm Circular | BI01010001010000000000000515BI0100001135 | 16 | Each |
| 24 | 24 | Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\nb) At X-roads, 90 cm Equilateral triangle | BI01010001010000000000000515BI0100001136 | 16 | Each |
| 25 | 25 | Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\nc) For School, 90 cm Equilateral triangle | BI01010001010000000000000515BI0100001137 | 6 | Each |
| 26 | 26 | Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\nd) Sharp Curve, 90 cm Equilateral triangle | BI01010001010000000000000515BI0100001138 | 18 | Each |
| 27 | 27 | Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\ne) 90 cm high Octagon -Intersection | BI01010001010000000000000515BI0100001139 | 8 | Each |
| 28 | 28 | Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\ng) Compulsory keep left, 60 cm Circular | BI01010001010000000000000515BI0100001140 | 6 | Each |
| 29 | 29 | Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\nh) NH Route marker Sign, 80 cm x 45 cm Rectangular | BI01010001010000000000000515BI0100001141 | 4 | Each |
| 30 | 30 | Retro reflectorised Traffic sign: \nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\nj) Advance Direction Sign, 80 cm x 60 cm Rectangular | BI01010001010000000000000515BI0100001142 | 2 | Each |
| 31 | 31 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSRT&H specifications | BI01010001010000000000000515BI0100001143 | 1023.07 | Sq.m. |
| 32 | 32 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade | BI01010001010000000000000515BI0100001144 | 11800 | per cm height per letter |
| 33 | 33 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)\n5th kilometre stone (precast) | BI01010001010000000000000515BI0100001145 | 1 | Each |
| 34 | 34 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)\nOrdinary Kilometer stone (Precast) | BI01010001010000000000000515BI0100001146 | 4 | Each |
| 35 | 35 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)\n200th meter stone (Precast) as per IRC:26-1967 | BI01010001010000000000000515BI0100001147 | 16 | Each |
| 36 | 36 | Type - A, \"W\" : Metal BeamCrash Barrier (Providinganderecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixedon ISMC series channelverticalpost, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) | BI01010001010000000000000515BI0100001148 | 100 | Metre |
| 37 | 37 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) | BI01010001010000000000000515BI0100001149 | 14 | Rm. |
| 38 | 38 | RCC guard post:Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete. | BI01010001010000000000000515BI0100001150 | 300 | Each |
| 39 | 39 | Earth work in excavation of foundation in trenches as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom trenches, keeping the excavated soil clear of the edges of excavation and subsequent , refilling around Hume pipes/masnry in 15 cm layer with compaction ,including disposal of all surplus soil as directed within a lead of 30 m comforming to clauses no 304 of MoRT&H specification for Road and Bridge works ( 4th Revision ,2001)as directed by the Deptt. | BI01010001010000000000000515BI0100001151 | 2766.26 | Cu.m. |
| 40 | 40 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | BI01010001010000000000000515BI0100001152 | 381.24 | Cu.m. |
| 41 | 41 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, C RCC Grade M-20 | BI01010001010000000000000515BI0100001153 | 1180.78 | Cu.m. |
| 42 | 42 | Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer(ISI approved) | BI01010001010000000000000515BI0100001154 | 119.42 | MT |
| 43 | 43 | 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 force. Complete as per drawing and Technical specification. | BI01010001010000000000000515BI0100001155 | 3292 | Each |
| 44 | 44 | Supply of RCC Hume pipe of class NP-4 of 1000 mm dia as per IRC, ISI specifications IS 458-1971 with all lead and lift.complete as directed by the Deptt. | BI01010001010000000000000515BI0100001156 | 10 | Rm. |
| 45 | 45 | Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding.(I) With 1st class bedding of granular material,A 1000 mm dia | BI01010001010000000000000515BI0100001157 | 60 | Rm. |
| 46 | 46 | Providing and laying boulders Apron with stone boulders weighing not less than 40 kg each complete as per approved drawing and Technical specification.clause no 2503 MoRT&H specification for Road and Bridge works with all lead and lift and FR &ST,complete as directed by the Deptt. | BI01010001010000000000000515BI0100001158 | 51.84 | Cu.m. |
| 47 | 47 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification as per drawing and Technical specification including cost of stone aggregates and with all lead and lift.as per clause no 2506 of MoRT&H specification for Road and Bridge works ( 4th Revision ,2001)complete as directed by the Deptt. | BI01010001010000000000000515BI0100001159 | 29.9 | Cu.m. |
| 48 | 48 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per approved drawing and Technical specifications with all lead and lift complete as per clause no 2504 of MoRT&H specification for Road and Bridge works complete as directed by the Deptt. | BI01010001010000000000000515BI0100001160 | 59.8 | Cu.m. |
| 49 | 49 | Removing White or Colour Wash by steel wire Brushing and/ or scraping, sand papering and Preparing the wall Surface Smooth including Necessary repairs to scratches complete | BI01010001010000000000000515BI0100001161 | 78.89 | Sq.m. |
| 50 | 50 | Supplying and applying interior / exterior walls / floors one coat of epoxy primer of Jenson & Nocolson/ Nerolac Brand as priming coat after cleaning and clearing the surface as specified and directed and then applying two coats of Epoxy paints of Jenson & Nicolson / Nerolac Brand of required shade on walls/floors roof surfaces as specified and directed complete including scaffolding at all levels. | BI01010001010000000000000515BI0100001162 | 78.89 | Sq.m. |
| 51 | 51 | Synthetic enamel paint, aluminum paint/ bituminous paint on steel and other metal surfaces. (i) Removing old paint from steel and other metal surface and making the surface even. (a) with hand scraping | BI01010001010000000000000515BI0100001163 | 1844.92 | Sq.m. |
| 52 | 52 | Applying primary coat over new steel and other metal surface over 100 mm in width or grith after preparing the surface by thoroughly cleaning oil,grease,dirt and otherforeign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper.a) With ready mixed ''red-lead/ red oxide'' primer. | BI01010001010000000000000515BI0100001164 | 1844.92 | Sq.m. |
| 53 | 53 | Painting two coats ( excluding priming coat) on new steel and other metal surface with aluminum paint of approved brand and manufacture (Asian paint/ Berger paint / ICI J&Npaint/Nerolac) and brushing to give an even shade including paint/ cleaning the surface of all dirt, dust and other foreign matter.(a) Surfaces over 100 mm in width or girth | BI01010001010000000000000515BI0100001165 | 1844.92 | Sq.m. |
| 54 | 54 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for one year. | BI01010001010000000000000515BI0100001166 | 934 | Each |
AI Tender Summary
Tender Timeline
Feb 01, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 05, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 05, 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