Tender For Construction Of Special Repair-4 Road (From D-Mart To Mr-21), Ujjain-Madhya Pradesh

Tender For Construction Of Special Repair-4 Road ( From D-Mart To Mr-21 ) ; 1 Girth From 300 Mm To 600 Mm 2 Girth Beyond 600 Mm To 900 Mm 3 Girth Beyond 900 Mm To 1800 Mm 4 Girth Above 1800 Mm 5 Prestressed / Reinforced Cement Concrete Grade M-20 & Above 6 In Lime Mortar 7 In Cement Mortar 8 In Mud Mortar 9 Dry Brick Pitching Or Brick Soling 10 Rubble Stone Masonry In Lime Mortar 11 Rubble Stone Masonry In Cement Mortar. 12 Rubble Stone Masonry In Mud Mortar. 13 Stone Pitching / Dry Stone Spalls. 14 Boulders Laid In Wire Crates Including Opening Of Crates And Stacking Dismantled Materials. 15 Scarping Plaster In Lime Or Cement Mortar From Brick / Stone Masonry 16 Up To 600 Mm Dia 17 Above 600 Mm To 900 Mm Dia 18 Above 900 Mm Dia 19 Granular Courses 20 Dismantling Of Cement Concrete Pavement I / C Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Des 21 Removal Of Telephone Pole / Electric Poles / Traffic Poles / Sign Boards Etc. Including Excavation And Dismantling Of Foun 22 Excavation For Roadwork In Soil With Hydraulic Excavator Including Cutting And Loading In Tippers, 23 Construction Of Embankment / Sub Grade / Earth Shoulders, As Per Clause 305 & Its Sub-Clauses, Where Required But With App 24 Construction Of Embankment / Sub Grade / Earth Shoulders, As Per Clause 305 & Its Sub-Clauses, Where Required But With App 25 By Mixing Plant :For 37.5 Mm Maximum Size 26 Construction Of Dry Lean Cement Concrete Sub-Base Over A Prepared Sub Grade With Coarse And Fine Aggregate Conforming T 27 Construction Of Dowel Jointed, Plain Cement Concrete Pavement In M-40 Grade Concrete Over A Prepared Sub Base With 43 O 28 Mild Steel Dowel Bars Confirming To Is 432, Grade I 29 Hysd Tie Bars Of Fe 500 Grade Confirming To Is 1786, 30 90 Cm Equilateral Triangle 31 60 Cm Equilateral Triangle 32 60 Cm Circular 33 80 Cm X 60 Cm Rectangular 34 60 Cm X 45 Cm Rectangular 35 60 Cm X 60 Cm Square 36 90 Cm High Octagon 37 Providing And Fixing Directional, Informatory And Place Identification Retro- Reflectorized Sign As Per Irc : 67-2012 M 38 Providing And Fixing Directional, Informatory And Place Identification Retro- Relectorized Sign As Per Irc : 67:2012 Ma 39 Providing And Pasting On Existing Sign Boards With High Intensity Micro- Prismatic Grade Cube Corner Sheeting ( Type Xi ) 40 Painting Two Coats On Concrete Surface After Filling The Surface With Syntheticenamel Paint In All Shades As Per Relev 41 Providing And Applying 2.5 Mm Including Reflectorising Glass Beds @ 250 Gms Per Sqm Area Thick Road Marking Strips ( Ret 42 Providing And Fixing Single Mould Twin Shanked Molded Road Markers / Road Stud Made Of Poly Carbonate Or Abs Body And Sha 43 Supplying And Installation Road Delineators ( Road Way Indicators ) , As Per Mort&H Clause 506. The Structure Shall Be Mad 44 Providing, Fixing And Erecting 50 Mm Dia M.S. Pipe ( Medium Class ) Railing In 3 Rows On Precast M20 Grade Rcc Vertical P 45 Providing And Fixing 1.6M High Barricading During Construction With 0.63Mm Thick Gi Sheets Of Tata / Jindal Or Equivalent 46 Providing And Laying 60Mm Thick Factory Made Cement Concrete Interlocking Paver Block Of M-30 Grade Reflective Type Rub 47 Providing And Laying At Or Near Ground Level Pre-Cast Kerb Stone Of M-25 Grade In Position To The Required Line, Level 48 Construction Of Embankment / Sub Grade / Earth Shoulders, As Per Clause 305 & Its Sub-Clauses, Where Required But With App 49 Soil, By Manual Means, Upto 3 M Depth 50 Providing & Laying Levelling Course / Annular Filling In Pcc M-15 Nominal Mix In Foundation As Per Relevant Clauses Of Se 51 Rcc Grade M20 52 Supplying, Fitting And Placing Hysd Bar Reinforcement In Foundation Complete As Per Drawing And Technical Specification 53 120W 54 16 Sq.Mm. ( Xlpe ) Armoured 4 Core 55 410 Sp-14 - 8.00 Meter 56 Erection Of Steel Tubular Or Steel Rail Pole Or H-Beam Of Length Exceeding 8 Meters But Not Exceeding 10 Meters In Ceme 57 Providing And Erecting 2.00 Metre High Temporary Barricading At Site; Each Panel Of Size 2.50Mx2.00M Made Of 40X40x6mm

INR 30000 /-

INR 1000000.0 /-

INR 19.71 Crore /-

Name of Work: :Construction of SR-4 Road (From D-Mart to MR-21)

Sl. No.	Item Description
1	GIRTH FROM 300 MM TO 600 MM
2	GIRTH BEYOND 600 MM TO 900 MM
3	GIRTH BEYOND 900 MM TO 1800 MM
4	GIRTH ABOVE 1800 MM
5	PRESTRESSED / REINFORCED CEMENT CONCRETE GRADE M-20 & ABOVE
6	IN LIME MORTAR
7	IN CEMENT MORTAR
8	IN MUD MORTAR
9	DRY BRICK PITCHING OR BRICK SOLING
10	RUBBLE STONE MASONRY IN LIME MORTAR
11	RUBBLE STONE MASONRY IN CEMENT MORTAR.
12	RUBBLE STONE MASONRY IN MUD MORTAR.
13	STONE PITCHING/ DRY STONE SPALLS.
14	BOULDERS LAID IN WIRE CRATES INCLUDING OPENING OF CRATES AND STACKING DISMANTLED MATERIALS.
15	SCARPING PLASTER IN LIME OR CEMENT MORTAR FROM BRICK/ STONE MASONRY
16	UP TO 600 MM DIA
17	ABOVE 600 MM TO 900 MM DIA
18	ABOVE 900 MM DIA
19	GRANULAR COURSES
20	"DISMANTLING OF CEMENT CONCRETE PAVEMENT I/C BREAKING TO PIECES NOT EXCEEDING 0.02 CUM IN VOLUME AND STOCK PILING AT DES
21	"REMOVAL OF TELEPHONE POLE/ ELECTRIC POLES/ TRAFFIC POLES/ SIGN BOARDS ETC. INCLUDING EXCAVATION AND DISMANTLING OF FOUN
22	"EXCAVATION FOR ROADWORK IN SOIL WITH HYDRAULIC EXCAVATOR INCLUDING CUTTING AND LOADING IN TIPPERS,
23	"CONSTRUCTION OF EMBANKMENT/SUB GRADE/ EARTH SHOULDERS, AS PER CLAUSE 305 & ITS SUB-CLAUSES, WHERE REQUIRED BUT WITH APP
24	"CONSTRUCTION OF EMBANKMENT/SUB GRADE/ EARTH SHOULDERS, AS PER CLAUSE 305 & ITS SUB-CLAUSES, WHERE REQUIRED BUT WITH APP
25	BY MIXING PLANT :FOR 37.5 MM MAXIMUM SIZE
26	"CONSTRUCTION OF DRY LEAN CEMENT CONCRETE SUB-BASE OVER A PREPARED SUB GRADE WITH COARSE AND FINE AGGREGATE CONFORMING T
27	"CONSTRUCTION OF DOWEL JOINTED, PLAIN CEMENT CONCRETE PAVEMENT IN M-40 GRADE CONCRETE OVER A PREPARED SUB BASE WITH 43 O
28	"MILD STEEL DOWEL BARS CONFIRMING TO IS 432, GRADE I"
29	"HYSD TIE BARS OF FE 500 GRADE CONFIRMING TO IS 1786,"
30	90 CM EQUILATERAL TRIANGLE
31	60 CM EQUILATERAL TRIANGLE
32	60 CM CIRCULAR
33	80 CM X 60 CM RECTANGULAR
34	60 CM X 45 CM RECTANGULAR
35	60 CM X 60 CM SQUARE
36	90 CM HIGH OCTAGON
37	"PROVIDING AND FIXING DIRECTIONAL, INFORMATORY AND PLACE IDENTIFICATION RETRO- REFLECTORIZED SIGN AS PER IRC : 67-2012 M
38	"PROVIDING AND FIXING DIRECTIONAL, INFORMATORY AND PLACE IDENTIFICATION RETRO- RELECTORIZED SIGN AS PER IRC : 67:2012 MA
39	"PROVIDING AND PASTING ON EXISTING SIGN BOARDS WITH HIGH INTENSITY MICRO- PRISMATIC GRADE CUBE CORNER SHEETING (TYPE XI)
40	"PAINTING TWO COATS ON CONCRETE SURFACE AFTER FILLING THE SURFACE WITH SYNTHETIC ENAMEL PAINT IN ALL SHADES AS PER RELEV
41	"PROVIDING AND APPLYING 2.5 MM INCLUDING REFLECTORISING GLASS BEDS @ 250 GMS PER SQM AREA THICK ROAD MARKING STRIPS (RET
42	"PROVIDING AND FIXING SINGLE MOULD TWIN SHANKED MOLDED ROAD MARKERS/ROAD STUD MADE OF POLY CARBONATE OR ABS BODY AND SHA
43	"SUPPLYING AND INSTALLATION ROAD DELINEATORS (ROAD WAY INDICATORS), AS PER MORT&H CLAUSE 506. THE STRUCTURE SHALL BE MAD
44	"PROVIDING, FIXING AND ERECTING 50 MM DIA M.S. PIPE (MEDIUM CLASS) RAILING IN 3 ROWS ON PRECAST M20 GRADE RCC VERTICAL P
45	PROVIDING AND FIXING 1.6M HIGH BARRICADING DURING CONSTRUCTION WITH 0.63MM THICK GI SHEETS OF TATA/ JINDAL OR EQUIVALENT
46	"PROVIDING AND LAYING 60MM THICK FACTORY MADE CEMENT CONCRETE INTERLOCKING PAVER BLOCK OF M-30 GRADE REFLECTIVE TYPE RUB
47	"PROVIDING AND LAYING AT OR NEAR GROUND LEVEL PRE-CAST KERB STONE OF M-25 GRADE IN POSITION TO THE REQUIRED LINE, LEVEL
48	"CONSTRUCTION OF EMBANKMENT/SUB GRADE/ EARTH SHOULDERS, AS PER CLAUSE 305 & ITS SUB-CLAUSES, WHERE REQUIRED BUT WITH APP
49	SOIL, BY MANUAL MEANS,UPTO 3 M DEPTH
50	"PROVIDING & LAYING LEVELLING COURSE/ANNULAR FILLING IN PCC M-15 NOMINAL MIX IN FOUNDATION AS PER RELEVANT CLAUSES OF SE
51	RCC GRADE M20
52	"SUPPLYING, FITTING AND PLACING HYSD BAR REINFORCEMENT IN FOUNDATION COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATION
53	120W
54	16 SQ.MM.(XLPE) ARMOURED 4 CORE
55	410 SP-14 - 8.00 METER
56	"ERECTION OF STEEL TUBULAR OR STEEL RAIL POLE OR H-BEAM OF LENGTH EXCEEDING 8 METERS BUT NOT EXCEEDING 10 METERS IN CEME
57	"PROVIDING AND ERECTING 2.00 METRE HIGH TEMPORARY BARRICADING AT SITE; EACH PANEL OF SIZE 2.50MX2.00M MADE OF 40X40X6MM