Road Transport and Highways Government Departments Closing in 0 days TDR #30971295

Tn No 20 2021 22 Hdo Dt 24 01 22 Cridp Tptr Tvm113 Improvements Construction Of V Drain Construction Of Catch Pit To Culvert And Providing Cover Slabs And Construction Of Retaining Wall And Including Reconstruction Minor Bridge On Government Roads In Thir

Issued by Government Departments · thirupattur, Tamil Nadu
Tender Value
7.40 Crore
Estimated cost
Bid Submission
09 Mar 2022
0 days left
EMD
3.82 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Organization
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Tender ID
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Competition Type
NCB
Bidding Type
Tender
Location / State
thirupattur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
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Contact Person
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Address
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Project Description

Tn No 20 2021 22 Hdo Dt 24 01 22 Cridp Tptr Tvm113 Improvements Construction Of V Drain Construction Of Catch Pit To Culvert And Providing Cover Slabs And Construction Of Retaining Wall And Including Reconstruction Minor Bridge On Government Roads In Thirupattur Highways C M Sub Division Tvm 113

BOQ

Name of work : Improvements, Construction of “V” Drain, Construction of Catch pit to Culvert and Providing cover slabs and Construction of Retaining wall and including Reconstruction Minor Bridge on Government Roads in Thirupattur (Highways), C&M, Sub Division. TVM-113.A) Improvements at km 7/4 - 12/4 of Matrapalli - Pudurnadu Road including Construction of \"V\" Drain, Construction of Catch pit to culvert and providing of coverslab at Km 7/6, 7/8 (i), 7/8 (ii), 7/10 (i), 7/10 (ii), 8/2, 8/4, 8/6 & 8/10, 9/2, 9/8 (i), 9/8 (ii), 9/10 (i), 9/10 (ii), 10/10 (i), 10/10 (ii), 11/2 (i), 11/2 (ii), 11/4, 11/6, 11/10 and Construction of Retaining wall at 11/2 & 11/8 [Job Code : CRIDP-21-22-P-2653]B) Reconstruction of Minor Bridge at Km 3/10 of Udayamuthur - Thirumapuram Road [Job Code : CRIDP-21-22-O-1395].
Sl. No. Item Description
1Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for pickig and all othertools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. MORTH No. 111, 112, 501, 504, 900, 3004
2Road A
3Excavation for Roadway and drainageExcavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer,as per MORTH Specification. Box cutting for widening portion. Morth No. 111, 112, 301, 305, 900
4Road A
5Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MORTH Specification- for grading- VMaterial. MORTH No. 111, 112, 401, 900
6Road A
7Road B Diversion road
8Road B Approach road
9Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MORTH Specification- for grading- IIIMaterial. MORTH No. 111, 112, 401, 900.
10Road A
11Road B Approach road
12Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification. MORTH No. 111,112, 406, 900
13Road A
14Road B Approach road
15Prime coat Providing and applying primer coat with bitumen emulsion(SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM. MORTH No. 111, 112, 501, 502, 900
16Road A
17Road B Approach road
18Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer. MORTH No. 111,112,501, 503,900
19Road A
20Road B Approach road
21Road B Diversion road
22Bituminous Macadam Providing and laying bituminous macadam with mini hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), laid over a previously prepared surfaceusing manual labourto the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504of MORTH Specification - Grading II (Table 500-7) MORTH No. 111,112,501,505,900 For Patch works
23Road A
24Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over bituminous surfaces. MORTH No. 111,112,501,503,900
25Road A
26Road B Approach road
27Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), laid over a previously prepared surfaceusing manual labourto the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504of MORTH Specification - Grading II (Table 500-7) MORTH No. 111,112,501,505,900
28Road A
29Road B Approach road
30Bituminous Concrete (Table500-17) Providing and laying bituminous concrete with Hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II MORTH No. 111, 112, 501, 507, 900
31Road A
32Road B Approach road
33Excavation including removal and satisfactory disposal of all materials necessary for the construction ofroad way and side drains inaccordance with specifications and the lines , grades and crosssections shown in the drawingsor as indicatedby the Engineer for Carted Eathfor formation of Approach Road.
34Road B - 95 % Compaction
35Road B - 97 % Compaction
36Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL.
37Road B
38Earthwork excavation in Soft Disintegrated rock not requiring blastingexcept medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
39Road B
40Blasting and removing the hard rock measured in solid in the foundation and removing the blasted stones and stacking the same for pre-measurement at site including the all other labour and incidental charges including the cost of the blasting materials and all other tools and plants employed etc., complete as per standard specifications for FOUNDATION OF ABUTMENTS, PIERS AND WING WALLS
41Road B
42Benching, Hard rock upto an average of 10cm depth including all albour and incidental charges andhire charges for tools and plants employedetc., complete in the FOUNDATION OF ABUTMENTS AND WING WALLS.
43Road B
44Providing Fe-500 grade 25mm Dowel Bars in foundation using bars not less than 25mm dia in 40mm holes for the required depth andgrouting the same with cm 1:2 after placing the 25mm dowel bars etc., complete including cost and conveyance of all cost and conveyance of all materials to site including the all other labour and incidental charges including the cost of the drilling and all other tools and plants employed etc., complete as per standard specifications for FOUNDATION OF ABUTMENTS, RETURN WALLS AND PIERS
45Road B
46Cement Concrete of Grade M-10, Nominal Mix, 1:3:6,using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSE UNDER FOOTINGS-1 Cum (Below sill level)
47Road B
48VibratedCement Concrete of grade M20, 1:1.5:3, Nominal Mix using 40mm metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL
49Road B
50VibratedCement Concrete of grade M20, 1:1.5:3, Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL
51Road B
52VibratedReinforced Cement Concrete of grade M30 design mixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS -
53Road B
54Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE ABUTMENTS AND WINGS
55Road B Main Bridge
56Road B RCC Retaining wall
57Road B CC Retaing wall
58Providing and fixing KRAFT PAPER for full width of seating of deck slab andincluding cost and conveyanceto work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete.
59Road B
60VibratedReinforced Cement Concrete of grade M30 mesign mixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.
61Road B
62Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST\"s (Roads Wing) specifications for Roads and Bridges \" Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
63Road B
64Filling behind Abutmants and wings with clean gritty gravel including cost and conveyance of gravel to worksite,laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings.
65Road B
66Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete.
67Road B
68Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, Fe-500 grade
69Road B
70Vibrated Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.
71Road B
72Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for Approach Slab
73Road B
74Vibrated cement Concrete M30 design mixusing ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing cost of 75mm uniform thickness over deck slab and approach slab.
75Road B
76Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix,using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS OVER DECK SLAB.
77Road B
78Vibrated Cement Concrete M20 grade,1:1.5:3, Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCCPARAPETS OVER WINGS
79Road B
80Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.
81Road B
82Supply and fixing of High Quality of PVC pipes of 160mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.
83Road B
84Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by thedepartmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification
85Road A Catchpit
86Road A CC Retaing wall 2m
87Road A CC Retaining wall 3m
88Road A RCC Drain
89Road B CC Retaing wall
90Road B RCC Retaining wall
91Cement Concrete of grade M10 1:3:6,using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for LEVELLING COURSE UNDER FOOTING OF RETAINING WALL.
92Road B RCC Retaining wall
93VibratedReinforced Cement Concrete of grade M25 Design MixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications for RETAINING WALL (Below Sill Level)
94Road B RCC Retaining wall
95VibratedReinforced Cement Concrete of grade M25 Design MixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications for RETAINING WALL (Above Sill Level)
96Road B RCC Retaining wall
97Supply and fabrication of STEEL grade Fe500with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, costof fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.
98Road B RCC Retaining wall
99Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Below Sill Level..
100Road A
101Road A
102Road B CC Retaining wall
103Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Above Sill Level..
104Road A
105Road A
106Road B CC Retaining wall
107Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete forBACK FILLING BEHIND THE RETAINING WALL.
108Road A CC Retaining wall 2m
109Road ACC Retaining wall 3m
110Road B RCC Retaining wall
111Road B CC Retaining wall
112Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE RETAINING WALL.
113Road A CC Retaining wall 2m
114Road A CC Retaining wall 3m
115Plain Cement Concrete M15 (Nominal mix 1:2:4) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as perstandard specifications as per MORTH Rev.V. No.1000,1500,1700,2100. - For Catch Pit Base Slab
116Road A Catchpit
117Road A\"V\" Drain
118Plain Cement Concrete M20 (Nominal mix 1:1.5:3) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as per standard specifications As per MORTH No 1000, 1500, 1700, 2100
119Road A
120Plain Cement Concrete M20 using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as perstandard specifications forpile cap areaas per MORTH Rev.V. No.1000,1500,1700,2100. - For Catch Pit Wall.
121Road A
122Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete- For Catch Pit Cover Slab
123Road A
124Supply and fabrication of STEEL grade Fe500 D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.
125Road A
126Providing and fixing 160mm dia PVCPIPES of required length for Side Wall including grating arrangements including cost and conveyance of all materials to worksite and labour charges for fixing etc., complete to drain the backfill as per standard specification.
127Road A
128Providing and laying Carted Earth with an average lead of 2.00 Km including cost and conveyance of earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification
129Road B Diversion road
130Crusher Run Macadam Base (Table - 400-14) (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 406 to form a layer of Base) - By Mixing Plant - For 53 mm maximum size
131Road B Diversion road
132Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/sqm using mechanical means as per clause 502)- over CRM
133Road B Diversion road
134Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade as per clause 508) (Table 500-19)
135Road B Diversion road
136Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete. MORTH No. 2900, 900
137Road B
138Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906
139Road B
140Calculation of SubTotal, GST and Total Amount carried out by system automatically
141Basic cost of value put to tender as per estimate
142Add GST at 12%
143Total Value put to Tender
144Quoted value
145Final Quoted Value
146Add GST at 12% of Final Quoted Value
147Total Value of Contract Including 12% of GST
148Basic cost of value put to tender as per Estimate
149Quoted Rate in Figures (Total Value of Contract Including 12% of GST )

AI Tender Summary

OUR REF NO 30971295
AUTHORITY Government Departments
TENDER VALUE 7.40 Crore
LAST DATE 09-03-2022
Authority
Authority Name Highways Department
Work Description Tn No 20 2021 22 Hdo Dt 24 01 22 Cridp Tptr Tvm113 Improvements Construction Of V Drain Construction Of Catch Pit To Culvert And Providing Cover Slabs And Construction Of Retaining Wall And Including Reconstruction Minor Bridge On Government Roads In Thirupattur Highways C M Sub Division Tvm 113
Basic Detail
Tender No TN No 20 2021 22 HDO Dt 24 01 22 CRIDP TPTR TVM113
Bidding Type Tender
Location
City thirupattur
State Tamil Nadu
Key Dates
Publish Date 05 Feb 2022
Submission Date 09 Mar 2022
Open Date 11 Mar 2022
Finance
Tender Value 7.40 Crore
Tender Fee Ref. Documents
EMD 3.82 Lakhs
Exemption Not Available
Document List
55b562dd-1dff-4f39-9093-87b0992930bc.html
BOQ_263102.xls
Tendernotice_1.pdf
VOL1113.pdf
VOL2113.pdf
Drawings.pdf
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Tender Timeline

Feb 05, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 09, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 11, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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55b562dd-1dff-4f39-9093-87b0992930bc.html

xls

BOQ_263102.xls

pdf

Tendernotice_1.pdf

pdf

VOL1113.pdf

pdf

VOL2113.pdf

pdf

Drawings.pdf

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