Tender For Road Widening Project At Ravindranath Tagore Marg - Khajurwali Masjid To Jiwajiganj Thana To Ganesh Chowk, Ujjain-Madhya Pradesh

Tender For Road Widening Project At Ravindranath Tagore Marg - Khajurwali Masjid To Jiwajiganj Thana To Ganesh Chowk-- 1 LIME CONCRETE, CEMENT CONCRETE GRADE M-10 AND BELOW 2 PRESTRESSED / REINFORCED CEMENT CONCRETE GRADE M-20 & ABOVE 3 IN MUD MORTAR 4 IN CEMENT MORTAR 5 IN CEMENT MORTAR 6 RUBBLE STONE MASONRY IN CEMENT MORTAR. 7 IN MUD MORTAR 8 BITUMINOUS COURSES 9 DISMANTLING OF CEMENT CONCRETE PAVEMENT I/C BREAKING TO PIECES NOT EXCEEDING 0.02 CUM IN VOLUME AND STOCK PILING AT DES 10 REMOVAL OF CEMENT CONCRETE PIPE OF SEWER GUTTER UPTO 1500 MM DIA UNDER THE SUPERVISION OF CONCERNED DEPARTMENT INCLUDING 11 REMOVAL OF TELEPHONE POLE/ ELECTRIC POLES/ TRAFFIC POLES/ SIGN BOARDS ETC. INCLUDING EXCAVATION AND DISMANTLING OF FOUN 12 EXCAVATED EARTH ,FOR 4KM 13 LIME, MOORUM, BUILDING, RUBBISH,FLY ASH , FOR 4KM 14 MANURE OR SLUDGE, FOR 4KM 15 PROVIDING AND FIXING 1.6M HIGH BARRICADING DURING CONSTRUCTION WITH 0.63MM THICK GI SHEETS OF TATA/ JINDAL OR EQUIVALENT 16 RED FLUORESCENT WITH WHITE REFLECTIVE SLEEVE TRAFFIC CONE MADE OF LOW DENSITY POLYETHYLENE (LDPE) MATERIAL WITH A SQUAR 17 PROVISION FOR REHABILITATION OF RELIGIOUS OR OTHER STRUCTURES AS PER SOR ITEMS 18 PROVISION FOR DRAIN DIVERSION WORKS IN ORDER TO MAKE BOX CULVERTS OR CROSS DRAIN SLABS AS PER SOR ITEMS. 19 PLANTING OF TREES AND THEIR MAINTENANCE FOR ONE YEAR (PLANTING OF TREES BY THE ROAD SIDE (AVENUE TREES) IN 0.60 M DIA H 20 C) TREES HAVING TRUNK GIRTH MORE THAN 1.5 MT UPTO 2.0 METRE 21 EXCAVATION FOR ROADWORK IN SOIL WITH HYDRAULIC EXCAVATOR INCLUDING CUTTING AND LOADING IN TIPPERS, 22 CONSTRUCTION OF EMBANKMENT/SUB GRADE/ EARTH SHOULDERS, AS PER CLAUSE 305 & ITS SUB-CLAUSES, WHERE REQUIRED BUT WITH APP 23 CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING COARSE GRADED MATERIAL (CBR>30), SPREADING IN UNIFORM LAYERS WITH MOTOR 24 CONSTRUCTION OF DRY LEAN CEMENT CONCRETE SUB-BASE OVER A PREPARED SUB GRADE WITH COARSE AND FINE AGGREGATE CONFORMING T 25 CONSTRUCTION OF DOWEL JOINTED, PLAIN CEMENT CONCRETE PAVEMENT IN M-40 GRADE CONCRETE OVER A PREPARED SUB BASE WITH 43 O 26 MILD STEEL DOWEL BARS CONFIRMING TO IS 432, GRADE I 27 HYSD TIE BARS OF FE 500 GRADE CONFIRMING TO IS 1786, 28 200.00MM OUTSIDE DIA. 29 90 CM EQUILATERAL TRIANGLE 30 60 CM EQUILATERAL TRIANGLE 31 60 CM CIRCULAR 32 80 CM X 60 CM RECTANGULAR 33 60 CM X 45 CM RECTANGULAR 34 60 CM X 60 CM SQUARE 35 90 CM HIGH OCTAGON 36 PROVIDING AND FIXING DIRECTIONAL, INFORMATORY AND PLACE IDENTIFICATION RETRO- REFLECTORIZED SIGN AS PER IRC : 67-2012 M 37 PROVIDING AND APPLYING 2.5 MM INCLUDING REFLECTORISING GLASS BEDS @ 250 GMS PER SQM AREA THICK ROAD MARKING STRIPS (RET 38 PROVIDING AND FIXING SINGLE MOULD TWIN SHANKED MOLDED ROAD MARKERS/ROAD STUD MADE OF POLY CARBONATE OR ABS BODY AND SHA 39 EXCAVATION FOR ROADWORK IN SOIL WITH HYDRAULIC EXCAVATOR INCLUDING CUTTING AND LOADING IN TIPPERS, 40 SOIL, BY MANUAL MEANS,UPTO 3 M DEPTH 41 CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING COARSE GRADED MATERIAL (CBR>30), SPREADING IN UNIFORM LAYERS WITH MOTOR 42 PROVIDING AND LAYING CEMENT CONCRETE GRADE M-10 NOMINAL MIX 1:3:6 WITH40 MM GRADED CRUSHED STONE AGGREGATE, SPREADING 43 RCC GRADE M20 44 SUPPLYING, FITTING AND PLACING HYSD BAR REINFORCEMENT IN SUB-STRUCTURE COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICAT 45 560 X 560 MM SIZE EXTRA HEAVY DUTY 46 EXCAVATION FOR ROADWORK IN SOIL WITH HYDRAULIC EXCAVATOR INCLUDING CUTTING AND LOADING IN TIPPERS, 47 EXTRA RATES FOR QUANTITIES OF WORKS, EXECUTED IN DIFFICULT CONDITIONS: (THE EXTRA PERCENTAGE RATE IS APPLICABLE IN RESPE 48 CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING COARSE GRADED MATERIAL (CBR>30), SPREADING IN UNIFORM LAYERS WITH MOTOR 49 PROVIDING AND LAYING 80MM THICK FACTORY MADE CEMENT CONCRETE INTERLOCKING PAVER BLOCK OF M -40 GRADE M 50 PROVIDING AND LAYING CEMENT CONCRETE GRADE M-10 NOMINAL MIX 1:3:6 WITH40 MM GRADED CRUSHED STONE AGGREGATE, SPREADING 51 RCC GRADE M20 52 560 X 560 MM SIZE EXTRA HEAVY DUTY 53 SUPPLYING, FITTING AND PLACING HYSD BAR REINFORCEMENT IN SUB-STRUCTURE COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICAT 54 PROVIDING AND FIXING 40MM THICK RED STONE SLAB OVER DRAINS INCLUDING POINTING IN CEMENT MORTAR 1:3 (1 CEMENT : 3 SAND) 55 CONSTRUCTION OF DOWEL JOINTED, PLAIN CEMENT CONCRETE PAVEMENT IN M-30 GRADE CONCRETE OVER A PREPARED SUB BASE WITH 43 O 56 DEDUCT FROM ITEM NO.6.2, 6.3 AND 6.6 ABOVE IF PAVER WITH ELECTRONIC SENSOR IS NOT USED AND LAYING, COMPACTION IS DONE B 57 SUPPLYING, FITTING AND PLACING HYSD BAR REINFORCEMENT IN SUB-STRUCTURE COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICAT 58 1000 MM DIA 59 1200 MM DIA 60 PROVIDING CONCRETE CRADDLE BEDDING IN M-15 GRADE CONCRETE AS PER CLAUSE 2900 AND AS PER SECTION 1700 AND 2900. 61 3 X 1.5 SQ MM 62 3 X 2.5 SQ MM 63 SUPPLYING, FIXING,TESTING & COMMISSIONING WALL / FLOOR MOUNTED LT PANEL PRIMER COATED WITH TWO COAT OF ENAMEL PAINT & P 64 DIGITAL AMPERE METER WITH CTS WITH SELECTOR SWITCH 65 DIGITAL VOLT METER WITH SELECTOR SWITCH & HRC FUSE 66 FREQUENCY METER 67 ALUMINIUM BUS BAR STRIPS WITH PVC SLEEVES 68 LED LAMPS 69 CURRENT RATING -25 TO100 AMPS & 70% -100% ADJUSTABLE 70 CURRENT RATING -160 AMPS & 70% -100% ADJUSTABLE 71 CURRENT RATING -160 AMPS & ADJUSTABLE: 70% -100% THERMAL & 5-10 TIMES MAGNETIC SETTING 72 CURRENT RATING -250 AMPS & ADJUSTABLE: 70% -100% THERMAL & 5-10 TIMES MAGNETIC SETTING 73 6 AMP TO 32 AMP RATING 74 6 AMP TO 32 AMP RATING DOUBLE POLE (DP) 75 6 AMP TO 32 AMP RATING FOR TRIPLE POLE & NEUTRAL(TPN) 76 50 AMP TO 63 AMP RATING FOUR POLE(FP) 77 50.00MM OUTSIDE DIA. 78 110.00MM OUTSIDE DIA. 79 10 SQ.MM.(XLPE) ARMOURED 4 CORE 80 150 SQ.MM.(XLPE) ARMOURED 4 CORE 81 LAYING OF ONE NUMBER PVC INSLUATED AND PVC SHEATED POWER CABLE OF 1.1KV GRADE OF SIZE NOT EXCEEDING 25 SQ.MM DIRECT IN 82 LAYING OF ONE NUMBER PVC INSLUATED POWER CABLE OF 1.1.KV GRADE OF SIZE EXCEEDING 25SQ.MM BUT NOT EXCEEDING 120 SQ.MM DI 83 PROVIDING AND FIXING EARTHING ARRANGEMENT WITH 16MM DIA 2.5 METER LONG GALVANIZED IRON OR STEEL ROD ELECTRODE INCLUDING 84 PROVIDING & FIXING 25MM X 5MM G.I.STRIP IN40MM DIA G.I. PIPE(BCLASS) FROM EARTH ELECTRODE AS REQUIRED. 85 ADD EXTRA FOR USING SALT AND CHARCOAL / COKE FOR G.I. PLATE OR COPPER PLATE EARTH ELECTRODE AS REQUIRED INCLUDING EXCAV 86 SUPPLYING AND LAYING 6 SWG G.I. WIRE AT 0.5METER BELOW GROUNDLEVEL AS CONDUCTOR EARTH ELECTRODE INCLUDING SOLDERING ET 87 GLAND SIZE 22MM SUITABLE FOR CABLE 2,3, 3½, 4 X 10 SQ.MMOR 2X 16 SQ.MM 88 GLAND SIZE 50 MM SUITABLE FOR CABLE 3½ X 150 SQ.MM OR3 X 185 SQ.MM 89 FOR CONDUCTOR SIZE- 2.5 TO 6.00 SQ.MM 90 FOR CONDUCTOR SIZE-10.00 SQ.MM 91 LUGS:-6MM TO 16 SQ.MM 92 LUGS:-25 SQ.MM 93 LUGS:-35 SQ.MM 94 LUGS:- 150 SQ.MM. 95 COPPER LUGS TUBE TYPE UPTO 16 SQ.MM CONDUCTOR SIZE 96 150W 97 ASTRO TIME SWITCH-FOR LIGHTS ON – OFF BASED ON SUNRISE & SUNSET TIMING SUPPLY, INSTALLATION, TESTING AND COMMISSIONING 98 PROVISION FOR ELECTRICAL POLE AND LINE SHIFTING WORKS 99 PROVISION FOR PROVIDING, LAYING AND JOINTING 250 MM HDPE LINE

INR 20000 /-

INR 806779.0 /-

INR 8.06 Crore /-

FileName	File Description	File Size
Click here to download tender document	Tender Documents	0 KB
Click here to download tender document	Tender Documents	0 KB
Click here to download tender document	Tender Documents	0 KB
Click here to download tender document	Tender Documents	0 KB
Click here to download tender document	Tender Documents	0 KB
Click here to download tender document	Tender Documents	0 KB