Construction Of Link Road From Manav Bharti Public School Nadholi To Rapata Km . 0/0 To 2/945 Under Nabard Ridf-Xxvi Construction Of 5/7 Metre Wide F/C Including R/Walls , Passing Places , Cd Works , Providing And Laying Gsb , Wbm-Ii And Iii , T
Tender Value
2.59 Crore
Estimated cost
Bid Submission
10 May 2021
0 days left
EMD
5.19 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
JAWALI → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Link Road From Manav Bharti Public School Nadholi To Rapata Km . 0/0 To 2/945 Under Nabard Ridf-Xxvi Construction Of 5/7 Metre Wide F/C Including R/Walls , Passing Places , Cd Works , Providing And Laying Gsb , Wbm-Ii And Iii , Tarring Work , Side Drain And Parapets From Km . 0/0 To 2/945 Including Five Years Maintenance Period After Completion
BOQ
| Name of Work:- Construction of link road from Manav Bharti Public School Nadholi to Rapata km. 0/0 to 2/945 under Nabard RIDF-XXVI. (SH:- Construction of 5/7 Metre wide Formation cutting including Retaining walls, passing places, Cross Drainage works, providing and laying GSB, WBM-II & III, Tarring work, Side Drain and parapets from Km. 0/0 to 2/945 including five years maintenance period after completion) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in hilly area in all heights and depths and in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/ wedging out rock ( where blasting is prohibited) and their intermediate classification of soil complete including setting out true to the required line, grades cutting and trimming of side slopes , camber, super elevation and level shown as per the drawing and as directed by the Engineer-in- Charge at site according as per M.O.R.D. technical specification section 300and 1600 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of the road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to the approved dumping sites through all modes of transporation including head load or animals transport or by mechanical means along with its leveling fine dressing and carriage of machineries, materials, tools equipments and safety measures and other incidential necessary to complete the work by mechanical means/ labour if required. All useful materials such as stone, shingles, aggregates, sand and slates etcetera shall be sorted out and stacked in proper stack. Recovery of stones to the tune of 1143.15 cubic metre quantity at the rate of Rupees 300/- (Rupees three hundred) only per Cubic Metre shall be effected from the contractor running bills on pro-rata basis as per quantity actually executed. Any loss to the public / private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be compensated by him in all cases. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100001 | 22863 | Per Cubic Metre |
| 2 | 2 | Construction of embankment with approved materials deposited at site from road way cutting and excavation from drains and foundations of all other structures, graded and compacted in 200mm (two hundred milimetres) thickness with Three Wheel Roller 80-100 (eighty-hundred) KN static weight roller to meet the requirement of tables 300.1 and 300.2 as per M.O.R.D. technical specification section 300 and 1600 including carriage of materials within all leads, lifts and other incidental and as per the entire satisfaction and direction of the Engineer- In –Charge. The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100002 | 4874.9 | Per Cubic Metre |
| 3 | 3 | Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera and other similar structure in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks ( Where blasting is prohibited) complete in accordance with the line and dimensions shown in the drawings as per M.O.R.D. technical specification section 300 and 1600 and as per direction of the Engineer- In – Charge including setting out shoring and bracing , removal of stumps and other deleterious materials and disposal of materials upto any lead and lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm (One hundred fifty milimetre) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth and any quantum of water including cleaning of slush which may arrise out during dewatering as per entire satisfaction and direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100003 | 1540.18 | Per Cubic Metre |
| 4 | 4 | Providing and laying mechanically mixed and vibrated plain cement concrete for all type of structure nominal mix 1:4:8 ( One cement : four sand : eight graded crushed/ broken stone aggregate 40mm ( forty millimetre) nominal size on ground or under water and curing complete including pumping or bailing out water , dewatering and removal of slush as required at site which may arise at the time of laying concrete in all heights/ depths including the cost of form work in retaining wall, breast wall etcetera as per drawings and M.O.R.D. technical specification section 800,900 and 1200 as per the direction and entire satisfaction of Engineer-in-Charge Including carriage of material within all leads, lifts and other incidental . The rate is including of octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100004 | 1618.87 | Per Cubic Metre |
| 5 | 5 | Back filling with granular material behind abutments, wing wall return walls, and retaining walls/ Breast walls complete as per drawing and MORD technical specifications section 1200 and 1600as per directions and entire satisfaction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100005 | 451.82 | Per Cubic Metre |
| 6 | 6 | Providing 100mm (One Hundred millimeter) dia ISI marked PVC pipe weep holes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall and retaining/breast walls extending through the full width of the structures with slope of 1(V): 20(H) towards drawing face complete as per drawing and M.O.R.D. technical specifications section 700 and 1200 and as per direction and entire satisfaction of Engineer – in- Charge, including the cost of collar etcetera complete, including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100006 | 453 | Each |
| 7 | 7 | Providing and laying mechanically mixed and vibrated concrete for plain concrete in sub structure for all type of structure complete Grade M-10 (M-Ten) nominal mix 1:3:6 ( One cement : three sand : six graded crushed/ broken stone aggregate 40mm ( Forty millimetre) nominal size on ground or under water and curing complete including pumping or bailing out water , dewatering removal of slush as required at site which may arise at the time of laying concrete in all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 in Toe wall etcetera as per the direction and entire satisfactions of Engineer-in-Charge Including carriage of material within all leads, lifts and other incidental. The rate is including of octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100007 | 43.25 | Per Cubic Metre |
| 8 | 8 | Providing and laying mechanically mixed and vibrated plain cement concrete M-15 (M-fifteen) nominal mix 1 : 2 ½ : 5 ( one cement : two & half sand : five graded crushed /broken stone aggregate 40mm ( forty millimetre) nominal size) on ground or under water including pumping or bailing our water/ dewatering surface and sub soil water and removal of the slush which may arise at the time of laying concrete in all heights/ depths and any quanties of water in (concrete cradle) type-A bedding as per drawings and M.O.R.D. technical specifications section 800,900 and 1100 including the cost of form work curing complete and including carriage of materials within all leads, lifts and other incidental or as per the entire specification and directions of Engineer-in-Charge . The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100008 | 20.01 | Per Cubic Metre |
| 9 | 9 | Providing and laying mechanically mixed and vibrated plain cement concrete M-15 (M-fifteen) nominal mix 1 : 2 ½ : 5 ( one cement : two & half sand : five graded crushed /broken stone aggregate 40mm ( forty millimetre) nominal size) on ground or under water including pumping or bailing our water/ dewatering surface and sub soil water and removal of the slush which may arise at the time of laying concrete in all heights/ depths in levelling course below approach slab as per drawings and M.O.R.D. technical specifications section 800, 900, 1200 including the cost of form work and curing complete including carriage of materials within all leads, lifts and other incidental or as per the entire specification and directions of Engineer-in-Charge . The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100009 | 1.7 | Per Cubic Metre |
| 10 | 10 | Providing and laying mechanically mixed and vibrated plain cement concrete in sub structure M-15 (M-Fifteen) of design mix with cement contents not less than 275 kg (Two hundred seventy five kilogram) per cubic metre with crushed stone aggregate 40mm ( forty millimetre) nominal size) in Toe wall and parapets etcetera as per drawings and M.O.R.D. technical specifications section 800, 900 and 1200 including the cost of form work and curing complete including carriage of materials with in all leads, lifts and other incidental or as per the entire specification and directions of Engineer-in-Charge . The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100010 | 264.62 | Per Cubic Metre |
| 11 | 11 | Earth filling in foundation, trenches as per drawing and MORD technical specifications Clause 305.3.9 earth filling including carriage of material within all leads, lifts and other incidental as per the entire satisfaction and directions of the Engineer-in-Charge. The rate is including of octroi, royality, malkana, toll tax, or other taxes imposed by the Government. | BI01010001010000000000000515BI0100011 | 74.93 | Per Cubic Metre |
| 12 | 12 | Providing and laying (to level or slope) 900mm dia (nine hundred milimetre dia meter) reinforced cement concrete heavy duty non pressure pipe I S class NP-3 for culverts in First class bedding of granular material in single row including fixing collars with cement mortar 1:2 (One cement : two sand) and curing complete but excluding the cost of excavation, protection work, back filling, concrete bedding and masonry work in head walls and parapets as per Drawing and MORD technical specification section 1100, including hauling of material within all leads, lifts and other incidental and as per the entire satisfaction and directions of the Engineer-in-Charge. The rate is including of octroi, royality, malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100012 | 87.5 | Per Running Metre |
| 13 | 13 | Providing and laying rubble stone flooring in cement mortar 1:3 (one cement : three sand) laid over cement concrete bedding inclusive of its cost complete as per drawing and MORD technical specifications section 1300, as per entire satisfaction and directions of the Engineer-in-Charge including haulage of material within all leads, lifts and other incidental . The rate is including of octroi, royality, Malkana Toll tax GST and all other taxes imposed by the Government. | BI01010001010000000000000515BI0100013 | 12.86 | Per Cubic Metre |
| 14 | 14 | Providing and laying mechanically mixed and vibrated plain cement concrete in sub structure for all type of structures Grade M-20 (M-twenty) with cement contents not less than 330 kg (three hundred thirty kilogram) per cubic metre with crushed stone aggregate 40mm (Forty milimetres) nominal size on ground or under water and curing complete including pumping or bailing out water, dewatering, removal of slush as required at site or which may arise at the time of laying concrete complete for all heights/ depths including cost of form work as per Drawing and M.O.R.D. technical specification section 800, 900 and 1200 in abutment etcetera as per entire satisfaction and directions of the Engineer-in-Charge including haulage of material within all leads, lifts and other incidental . The rate is including of octroi, royality, Malkana, Toll tax GST and all other taxes imposed by the Government. | BI01010001010000000000000515BI0100014 | 196.92 | Per Cubic Metre |
| 15 | 15 | Providing and laying mechanically mixed and vibrated concrete for reinforced concrete in sub structure design mix R.C.C. grade M-20 (M-twenty) with graded crushed stone aggregate 20mm (Twenty milimetres) nominal size having cement contents not less than 330kg (Three hundred thirty kilogram) per cubic metre and curing complete for all heights/ depths including the cost of form work but excluding the cost of reinforcement for reinforced concrete work in bed block, dirt wall, as per drawings and M.O.R.D. technical specifications section 800, 900 and 1200 complete including carriage of materials within all leads, lifts and other incidental and as per the entire specification and directions of Engineer-in-Charge . The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100015 | 4.69 | Per Cubic Metre |
| 16 | 16 | Providing and laying mechanically mixed and vibrated reinforced cement concrete in super structure as per drawing and M.O.R.D. technical specification section 800, 900 and 1400 R.C.C. Grade M-25 (M-twenty five) design mix with cement contents not less than 400 kg. (four hundred kilogram) per cubic metre with 20mm ( twenty millimetre) nominal size graded crushed stone aggregate and curing complete including cost of form work but excluding the cost of reinforcement for reinforced concrete work in deck slab, wheel guard etcetera as per the direction and entire satisfactions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100016 | 27.98 | Per Cubic Metre |
| 17 | 17 | Providing and laying mechanically mixed and vibrated reinforced cement concrete design mix RCC grade M-30 (M-thirty) with cement contents not less than 430 kg. (Four hundred thirty kilogram) per cubic metre with graded crushed stone aggregate 20 mm ( Twenty millimetre) nominal size and curing complete in wearing course including cost of form work and reinforcement complete as per drawing and M.O.R.D. technical specification section 800, 900, 1000 and 1400 as per the direction and entire satisfactions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100017 | 4.61 | Per Cubic Metre |
| 18 | 18 | Supplying fitting and placing HYSD bars reinforcement in sub structure complete as per drawing and M.O.R.D. technical specifications section 1000 and 1200 including cutting, bending, binding and placing in position complete in all respect including cost of binding wire and as per direction and entire satisfaction of Engineer-in-Charge, including carriage of materials within all leads and lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.\n\n | BI01010001010000000000000515BI0100018 | 0.47 | Per Metric Tonne |
| 19 | 19 | Supplying fitting and placing HYSD bars reinforcement in super structure complete as per drawing and MORD technical specification section 1000 and 1400 including cutting, bending binding and placing in position complete in all respect including cost of binding wire and as per directions and entire satisfactions of Engineer-in-Charge, including carriage of materials with in all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100019 | 2.74 | Per Metric Tonne |
| 20 | 20 | Construction of reinforced cement concrete mechanically mixed and vibrated railing of Grade M-25 (M- twenty five) design mix with cement content not less than 400kg (four hundred kilogram) per cubic metre using 20mm (twenty milimetres) nominal size, graded crushed stone aggregate with cast in situ vertical post and precast horizental post (Top, Middle and Bottom) as per drawing true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 (one in five hundred) centre to centre spacing between vertical post not to exceed 2000mm (Two thousand millimeter) leaving adequate space between vertical post for expansion complete including the cost of reinforcement and form work as per drawing and MORD technical specification section 800, 900 ,1000 and 1200 complete in all respect as per direction and entire satisfactions of Engineer-in-Charge, Including carriage of material within all leads, lifts and other incidental. The rate is including of octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100020 | 20.1 | Per Running Metre |
| 21 | 21 | Providing and fixing drainage spouts complete with 100mm (One hundred millimeter) dia galvanized mild steel down pipe corrosion resistant structural steel grating complete as per drawing and M.O.R.D. technical specifications section 1400 and as per direction and entire satisfaction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100021 | 4 | Each |
| 22 | 22 | Providing and laying mechanically mixed and vibrated reinforced cement concrete Grade M-25 (M-Twenty five)designed mix with cement contents not less than 400 kg (four hundred kilogrammes) per cubic metre with 20 mm ( Twenty millimeter) nominal size graded crushed stone aggregate and curing complete in approach slab including the cost of reinforcement and form work complete as per drawing and M.O.R.D. technical specification section 800 , 900, 1000 and 1400 including carriage of materials within all leads, lifts and other incidental as per the direction and entire satisfaction of Engineer-in-Charge The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100022 | 3.39 | Per Cubic Metre |
| 23 | 23 | Loosening of the ground upto a level of 300mm (Three hundred milimetres) below the sub grade level watered, graded with motor graderand compacted in layers to meet requirement of tables 300.1 and 300.2 with power road roller 8-10 Tonne (eight desh ten tonne) capacity for sub grade construction as per M.O.R.D. technical specification section 300, and as per the entire satisfaction and direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana Toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100023 | 3347.88 | Per Cubic Metre |
| 24 | 24 | Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with in all leads and lifts transporting to site, spreading grading to required slope and compacted with three wheel 80-100 (eighty-hundred) KN static roller to meet requirement of table 300.2 and 300.2 as per M.O.R.D. technical specifications section 400 , including hauling of materials in all leads, lifts and other incidental and as per the entire satisfaction and directions of Engineer-in-Charge . The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100024 | 967.81 | Per Cubic Metre |
| 25 | 25 | Providing and laying granular sub base 175 mm (one hundred seventy five milimetre) consolidated thick by providing well graded material as per table 400.1 spreading in uniforms layers with tractor mount grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth three wheel roller 80-100 (eighty-hundred) KN static roller to achieve the desired density complete as per MORD technical specifications section 400 for grading-1 material, including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royalty, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100025 | 1952.93 | Per Cubic Metre |
| 26 | 26 | Providing, laying spreading and compacting by mechanical means stone aggregate of specified size to water bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 (Eighty/Hundred) K.N. static Road roller in stages to proper grade and camber including applying and brooming stone screening type-B of size 11.2mm (eleven point two milimetres) for Grading-II at the rate of 0.20 (zero point two zero cubic metre per 10 sqm. (Ten square metre) of road surface including binding material of approved quality at the rate of 0.06 (zero point zero six) cubic metre per 10sqm. (ten square metre) of road surface to fill up the interstices of course aggregate, watering and compacting to the required density grading –II 63mm to 45mm ( Sixty three millimetres to forty five millimetres) size 75mm (Seventy Five millimetres) compacted thickness as per M.O.R.D. technical specifications section 400 as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100026 | 767.68 | Per Cubic Metre |
| 27 | 27 | Providing and laying spreading and compacting by mechanical means stone aggregate of specified size to water bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 (Eighty/Hundred) K.N. static Road roller in stages to proper grade and camber including applying and brooming stone screening type-B of size 11.2mm (eleven point two milimetres) for Grading-III at the rate of 0.18 cum ( zero point one eight cubic metres) per ten square metres, to fill up the interstices of course aggregate, watering and compacting to the required density grading –III 53mm to 22.4mm ( fifty three millimetres to twenty two point four millimetres) size 75mm (Seventy Five millimetres) compacted thickness as per M.O.R.D. technical specifications section 400 as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100027 | 767.68 | Per Cubic Metre |
| 28 | 28 | Providing and applying primer coat with BITUMEN emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface with Hydraulic brooms and spraying primer with bitumen emulsion pressure distributer at the rate of 0.85 kg (zero point eight five kilogram) per square meter using mechanical means as per M.O.R.D. technical specifications section 500 as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100028 | 10235.8 | Per Square Metre |
| 29 | 29 | Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.275 kgs. (Zero decimal two seven five kilogram) per square metre on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per MORD technical specification section 500 as per the entire satisfaction and direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, malkana toll tax GST and other taxes imposed by the Government. | BI01010001010000000000000515BI0100029 | 10235.8 | Per Square Metre |
| 30 | 30 | Providing and laying 30mm (Thirty milimetres) thick compacted thickness bituminous concrete with minimum 100-120 TPH (One hundred-one hundred twenty tonne per hour) hot mix batch / drum type plant with electronic control Grading-II using crushed aggregate 13.2mm (thirteen point two milimetres) nominal size of specified grading premixed with bituminous binder VG-10 (Viscosity grade ten) at the rate of 5.50% (Five point five zero percent) of mix weight transported to site, laid with censor paver finisher hydraulic with censor control to the required grade, level and alignment over a previously prepared surface and rolling complete with smooth three wheeled roller 8-10 (eight to ten) tonne capacity for initial break down rolling and vibratory roller 8-10(eight to ten) tonne capacity or pneumatic roller of 12-15 (twelve – fifteen tonne) with tyre pressure of atleast 0.56MP’a (zero point five six) for intermediate rolling and finish rolling with 6-8 (six to eight) tonne smooth wheeled tandom roller to achieve the desire compaction as per MORTH technical specifications section 500 as per the entire satisfaction and direction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, malkana toll tax, or other taxes imposed by the Government. | BI01010001010000000000000515BI0100030 | 255.89 | Per Cubic metre |
| 31 | 31 | Providing and laying mechanically mixed and vibrated concrete for plain concrete in open foundations for all type of structure complete Grade M-10 (M-Ten) nominal mix 1:3:6 (One cement : three sand : six graded crushed/broken stone aggregate 20mm (Twenty milimetre) nominal size on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying concrete in all heights/ depths including cost of form work as per drawing and M.O.R.T.H. technical specification Section, 800, 900 and 1200 in drains as per direction an entire satisfaction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including of octroi, royality, malkana, toll tax GST or other taxes imposed by the Government. | BI01010001010000000000000515BI0100031 | 32.8 | Per Cubic metre |
AI Tender Summary
Tender Timeline
Apr 30, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMay 10, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 11, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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