}

Tender For Construction Of Cc Road From Jantar Mantar To Ring Road Via Vakadkar Bridge Marg Ward 34 And 48, Ujjain-Madhya Pradesh

Ujjain Municipal Corporation has published Tender For Construction Of Cc Road From Jantar Mantar To Ring Road Via Vakadkar Bridge Marg Ward 34 And 48. Submission Date for this Tender is 11-03-2024. Road Work Tenders in Ujjain Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42718197
Tender For Construction Of Cc Road From Jantar Mantar To Ring Road Via Vakadkar Bridge Marg Ward 34 And 48
Open Tender
Indian
Madhya Pradesh
Ujjain
11-03-2024

Tender Details

Construction Of Cc Road From Jantar Mantar To Ring Road Via Vakadkar Bridge Marg Ward 34 And 48

Key Value

Document Fees
INR 20000 /-
EMD
INR 885473.0 /-
Tender Value
INR 8.85 Crore /-

BOQ Items

Name of Work: :Construction of CC Road from Jantar Mantar to Ring Road via Vakadkar Bridge Marg ward 34 and 48
Sl. No. Item Description
1GIRTH FROM 300 MM TO 600 MM
2GIRTH BEYOND 600 MM TO 900 MM
3GIRTH BEYOND 900 MM TO 1800 MM
4GIRTH ABOVE 1800 MM
5UP TO 600 MM DIA
6ABOVE 600 MM TO 900 MM DIA
7ABOVE 900 MM DIA
8"DISMANTLING OF CEMENT CONCRETE PAVEMENT I/C BREAKING TO PIECES NOT EXCEEDING 0.02 CUM IN VOLUME AND STOCK PILING AT DES
9REMOVAL OF CEMENT CONCRETE PIPE OF SEWER GUTTER UPTO 1500 MM DIA UNDER THE SUPERVISION OF CONCERNED DEPARTMENT INCLUDING
10"EXCAVATION FOR ROADWORK IN SOIL WITH HYDRAULIC EXCAVATOR INCLUDING CUTTING AND LOADING IN TIPPERS,
11"CONSTRUCTION OF EMBANKMENT/SUB GRADE/ EARTH SHOULDERS, AS PER CLAUSE 305 & ITS SUB-CLAUSES, WHERE REQUIRED BUT WITH APP
12"CONSTRUCTION OF EMBANKMENT/SUB GRADE/ EARTH SHOULDERS, AS PER CLAUSE 305 & ITS SUB-CLAUSES, WHERE REQUIRED BUT WITH APP
13BY MIXING PLANT :FOR 37.5 MM MAXIMUM SIZE
14"CONSTRUCTION OF DRY LEAN CEMENT CONCRETE SUB-BASE OVER A PREPARED SUB GRADE WITH COARSE AND FINE AGGREGATE CONFORMING T
15"CONSTRUCTION OF DOWEL JOINTED, PLAIN CEMENT CONCRETE PAVEMENT IN M-40 GRADE CONCRETE OVER A PREPARED SUB BASE WITH 43 O
16"MILD STEEL DOWEL BARS CONFIRMING TO IS 432, GRADE I"
17"HYSD TIE BARS OF FE 500 GRADE CONFIRMING TO IS 1786,"
1890 CM EQUILATERAL TRIANGLE
1960 CM EQUILATERAL TRIANGLE
2060 CM CIRCULAR
2180 CM X 60 CM RECTANGULAR
2260 CM X 45 CM RECTANGULAR
2360 CM X 60 CM SQUARE
2490 CM HIGH OCTAGON
25"PROVIDING AND FIXING DIRECTIONAL, INFORMATORY AND PLACE IDENTIFICATION RETRO- REFLECTORIZED SIGN AS PER IRC : 67-2012 M
26"PROVIDING AND FIXING DIRECTIONAL, INFORMATORY AND PLACE IDENTIFICATION RETRO- RELECTORIZED SIGN AS PER IRC : 67:2012 MA
27"PROVIDING AND PASTING ON EXISTING SIGN BOARDS WITH HIGH INTENSITY MICRO- PRISMATIC GRADE CUBE CORNER SHEETING (TYPE XI)
28"PAINTING TWO COATS ON CONCRETE SURFACE AFTER FILLING THE SURFACE WITH SYNTHETIC ENAMEL PAINT IN ALL SHADES AS PER RELEV
29"PROVIDING AND APPLYING 2.5 MM INCLUDING REFLECTORISING GLASS BEDS @ 250 GMS PER SQM AREA THICK ROAD MARKING STRIPS (RET
30"PROVIDING AND FIXING SINGLE MOULD TWIN SHANKED MOLDED ROAD MARKERS/ROAD STUD MADE OF POLY CARBONATE OR ABS BODY AND SHA
31"SUPPLYING AND INSTALLATION ROAD DELINEATORS (ROAD WAY INDICATORS), AS PER MORT&H CLAUSE 506. THE STRUCTURE SHALL BE MAD
32"PROVIDING, FIXING AND ERECTING 50 MM DIA M.S. PIPE (MEDIUM CLASS) RAILING IN 3 ROWS ON PRECAST M20 GRADE RCC VERTICAL P
33PROVIDING AND FIXING 1.6M HIGH BARRICADING DURING CONSTRUCTION WITH 0.63MM THICK GI SHEETS OF TATA/ JINDAL OR EQUIVALENT
34"PROVIDING AND ERECTING 2.00 METRE HIGH TEMPORARY BARRICADING AT SITE; EACH PANEL OF SIZE 2.50MX2.00M MADE OF 40X40X6MM
35"PROVIDING AND LAYING 60MM THICK FACTORY MADE CEMENT CONCRETE INTERLOCKING PAVER BLOCK OF M-30 GRADE REFLECTIVE TYPE RUB
36"PROVIDING AND LAYING AT OR NEAR GROUND LEVEL PRE-CAST KERB STONE OF M-25 GRADE IN POSITION TO THE REQUIRED LINE, LEVEL
37"CONSTRUCTION OF EMBANKMENT/SUB GRADE/ EARTH SHOULDERS, AS PER CLAUSE 305 & ITS SUB-CLAUSES, WHERE REQUIRED BUT WITH APP
38SOIL, BY MANUAL MEANS,UPTO 3 M DEPTH
39"PROVIDING & LAYING LEVELLING COURSE/ANNULAR FILLING IN PCC M-15 NOMINAL MIX IN FOUNDATION AS PER RELEVANT CLAUSES OF SE
40RCC GRADE M20
41"SUPPLYING, FITTING AND PLACING HYSD BAR REINFORCEMENT IN FOUNDATION COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATION
42120W
4316 SQ.MM.(XLPE) ARMOURED 4 CORE
44410 SP-14 - 8.00 METER
45"ERECTION OF STEEL TUBULAR OR STEEL RAIL POLE OR H-BEAM OF LENGTH EXCEEDING 8 METERS BUT NOT EXCEEDING 10 METERS IN CEME
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