Tender For Improvement Of Perimeter Road At Vsn Chiloda, chiloda-Gujarat

Tender For Improvement Of Perimeter Road At Vsn Chiloda; 1 Demolition Of Cement Concrete Of Any Description And In Any Position Not Otherwise Specifically Provided For Including Removal Of Debris Up To 500 M Complete All As Specified And As Directed By Engr In Charge 2 Surface Excavation N.Exc ( Not Exceeding ) 30 Cm Deep And Getting Out In Loose / Soft Soil 3 Removing Excavated Material Exc. 250 M But N Exc. 500 M And Depositing Where Directed At A Level N Exc. 1.5 M Above The Starting Point Complete All As Specifiedand Directed 4 Rolling And Consolidating Formation Surfaces In Cutting Of Roads / Berms Etc Only Into The Required Gradient And Camber With 8 To 12 Tonne Power Roller Including Filling Depression Which Occur During The Process With Approved Earth Complete All As Specified And Directed 5 M&L 200Mm Thick Soling ( Or Sub Base ) With Broken Boulders Or Quarried Stone, Interstices Filled, Surface Formed And Rolled And Consolidated To Required Gradient And Camber With 8 To 12 Tonne Power Roller Complete All As Specified And Directed 6 M&L 150Mmcompacted Thickness Wbm, Laid In Two Layers ( 75Mm Thick Each Layer ) With Stone Aggregates Of Grading 2 ( 63 To 40Mm Size ) Or Of Grading 3 ( 50 To 20Mm Size ) Of Granite Trap / Basalt Spread, Watered , Rolled And Consolidated To Gradient And Camber Required With 8 To 12 Tonne Power Roller Complete All As Specified And Directed 7 M&L Scarifying Or Picking Gravelled, Macadam Or Bituminous Macadam Surfaces In Area Exc 400 Sqm Andexc 50 Mm And Nexc 100 Mm Deep Complete All As Specified And Directed 8 M&L Preparation Of Unsurfacrd Wbmsurfaces Of Road By Brushing With Wire Brushes For Removing Caked Mud Etc Sweeping With Brooms And Finally Fanning Cleaned Surfaces With Gunny Bags To Remove Allloose Dirt Etc And Applying Evenly A Tack Coat With Bituminous Primer Using Paving Bitumen Vg-10 At The Rate 10Kg / 10 Sqm Complete All As Specified And Directed Complete All As Specified And Directed 9 M&L Premix Bituminous Macadam ( Consolidated Thickness ) With 75Mm Thick Or Less With 4% Binder Content ( Paving Bitumen Vg-30 ) By Weight Of Total Mix Laid And Rolled With 8-10 Tonne Power Roller To Required Gradient And Camber Complete All As Specified And As Directed.Note : ( I ) Job Mix Formula For The Premix Bituminous Macadamshall Be Obtained From The Institutes Specified In The Particular Specifications. ( Ii ) Mixbroughtfrom Hot Mix Plantshall Be Spreaded And Levelled By Using Mechanichal Paver ( Iii ) In Case, As Per Actual Design Mix, The Binder Content By Weight Of Total Mix Is Less Than 4 %, Price Adjustment Shall Be Made As Per Average Rate Of All The Purchase Vouchers For Bitumen Pertaining To The Work Under This Contract. If Total Binder Content As Per Design Mix Is More Than 4 %, No Price Adjustment Shall Be Made For The Same 10 M&L Preparation Of Existing Black Top Surfaces Of Road By Brushing With Wire Brushes For Removing Caked Mud Etc Sweeping With Brooms And Finally Fanning Cleaned Surfaces With Gunny Bags To Remove Allloose Dirt Etc And Applying Evenly A Tack Coat With Bituminous Primer Using Paving Bitumen Vg-10 At The Rate 5Kg / 10 Sqm Complete All As Specified And Directed 11 M&L Bituminous Premixed Semi Dense Asphaltic Concrete ( Sdac ) 30Mm Thick Consolidated Thickness With 5.5 % Paving Bitumen ( Vg-30 ) As Binder Content By Weight Of Total Mix, Using Hot Mix Plant And Mechanical Paver A Approved By Ge, Rolled And Compacted With 8 To 10 Tonne Vibrator Power Roller To Required Gradient And Camber, Complete All As Specified And As Directed. Note : ( I ) Job Mix Formula For The Semi Dense Asphaltic Concrete Shall Be Got Testedfrom The Institutes Specified In The Particular Specifications. ( Ii ) Mix Shall Be Obtained From Hot Mix Plant And Spreading Shall Be Done By Using Mechanical Paver. ( Iii ) In Case As Per Actual Design Mix, The Binder Content By Weight Of Total Mix Is Less Than 5.5%, Price Adjustment Shall Be Made As Per Average Rate Of All The Purchase Vouchers For Bitumen Pertaining To The Work Under This Contract.If Total Binder Content As Per Design Mix Is More Than 5.5%, No Price Adjustment Shall Be Made For The Same Complete All As Specified And Directed 12 M&L 2.0 To 2.5Mm Thick Painting Line , Stop Line Dashesarrows, Lettersbrackets And Similar Work On Bituminous / Concretepavement / Path Surfaces As Per Irc Patternwith Thermoplastic Road Marking Point Ofapproved Quality White / Golden / Yellowas Approvedcolourshadeand Make Conforming To Bis: 3262-1989 With Special Applicator Machine Not Exceeding 10Cm Widecomplete All As Per Manufactures Instructions Any As Approved By Ge Note : The Rate Included For Provision Of Red Signals To Keep Trafficfrom Wet Paint , Cleaning Road Surfaces And Working During Odd Hourswhen Traffic Islight 13 M& L Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Including Making Joints With Or Without Grooves ( Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5 Mm ) , Including Making Drainage Opening Wherever Complete All As Specified And As Directed.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	08-Nov-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	15-11-2023

INR 1000 /-

INR 156050.0 /-

INR 87.36 Lakhs /-

Name of Work : IMPROVEMENT OF PERIMETER ROAD AT VSN CHILODA

Sl. No.	Item Description
1	Demolition of cement concrete of any description and in any position not otherwise specifically provided for including removal of debris up to 500 m complete all as specified and as directed by Engr in Charge
2	Surface excavation n.exc (not exceeding) 30 cm deep and getting out in loose/soft soil
3	Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specifiedand directed
4	Rolling and consolidating formation surfaces in cutting of roads/berms etc only into the required gradient and camber with 8 to 12 tonne power roller including filling depression which occur during the process with approved earth complete all as specified and directed
5	M&L 200mm thick Soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and directed
6	M&L 150mmcompacted thickness WBM, laid in two layers ( 75mm thick each layer) with stone aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size)of Granite trap/ Basalt spread, watered ,rolled and consolidated to gradient and camber required with 8 to 12 tonne power roller complete all as specified and directed
7	M&L Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm andexc 50 mm and nexc 100 mm deep complete all as specified and directed
8	M&L Preparation of unsurfacrd WBMsurfaces of road by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning cleaned surfaces with gunny bags to remove allloose dirt etc and applying evenly a tack coat with bituminous primer using paving bitumen VG-10 at the rate 10kg/10 sqm complete all as specified and directed complete all as specified and directed
9	M&L Premix bituminous macadam (consolidated thickness) with 75mm thick or less with 4% binder content( paving bitumen VG-30) by weight of total mix laid and rolled with 8-10 tonne Power Roller to required gradient and camber complete all as specified and as directed. Note : (i)Job mix formula for the Premix bituminous macadamshall be obtained from the institutes specified in the particular specifications. (ii)Mixbroughtfrom hot mix plantshall be spreaded and levelled by using mechanichal paver (iii) In case, as per actual Design Mix, the binder content by weight of total mix is less than 4 %, price adjustment shall be made as per average rate of all the purchase vouchers for bitumen pertaining to the work under this contract. If total binder content as per design mix is more than 4 %, no price adjustment shall be made for the same
10	M&L Preparation of existing black top surfaces of road by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning cleaned surfaces with gunny bags to remove allloose dirt etc and applying evenly a tack coat with bituminous primer using paving bitumen VG-10 at the rate 5kg/10 sqm complete all as specified and directed
11	M&L Bituminous premixed semi dense asphaltic concrete (SDAC) 30mm thick consolidated thickness with 5.5 % paving bitumen (VG-30) as binder content by weight of total mix, using hot mix plant and mechanical paver a approved by GE, rolled and compacted with 8 to 10 tonne Vibrator Power Roller to required gradient and camber, complete all as specified and as directed. Note : (i)Job mix formula for the semi dense asphaltic concrete shall be got testedfrom the institutes specified in the particular specifications. (ii) Mix shall be obtained from hot mix plant and spreading shall be done by using mechanical paver. (iii) In case as per actual design mix, the binder content by weight of total mix is less than 5.5%, price adjustment shall be made as per average rate of all the purchase vouchers for bitumen pertaining to the work under this contract.If total binder content as per design mix is more than 5.5%, no price adjustment shall be made for the same complete all as specified and directed
12	M&L 2.0 to 2.5mm thick painting line , stop line dashesarrows, lettersbrackets and similar work on bituminous/ concretepavement / path surfaces as per IRC patternwith thermoplastic road marking point ofapproved quality white /golden / yellowas approvedcolourshadeand make conforming to BIS: 3262-1989 with special applicator machine not exceeding 10cm widecomplete all as per manufactures instructions any as approved by GE Note : The rate included for provision of red signals to keep trafficfrom wet paint , cleaning road surfaces and working during odd hourswhen traffic islight
13	M& L Factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever complete all as specified and as directed.