Improvement Of Road From Silchar Town To Assam University Upto Irongmara Bazar ( Silchar Hailakandhi Road ) , ( Ch . 0 . 0 Km To Ch . 18 . 50 Km ) , Improvement With Dbm And Bc , Drain Cum Footpath And Rcc Open Drain Under Sopd-G For 2019-20

Tender Notice

24106174
Improvement Of Road From Silchar Town To Assam University Upto Irongmara Bazar ( Silchar Hailakandhi Road ) , ( Ch . 0 . 0 Km To Ch . 18 . 50 Km ) , Improvement With Dbm And Bc , Drain Cum Footpath And Rcc Open Drain Under Sopd-G For 2019-20
Indian
Assam
24-03-2020
04-04-2020
06-04-2020

Tender Details

Improvement Of Road From Silchar Town To Assam University Upto Irongmara Bazar ( Silchar Hailakandhi Road ) , ( Ch . 0 . 0 Km To Ch . 18 . 50 Km ) , Improvement With Dbm And Bc , Drain Cum Footpath And Rcc Open Drain Under Sopd-G For 2019-20

Key Value

Document Fees
INR 10000 /-
EMD
INR 10681240.00 /-
Tender Value
INR 53.40 Crore /-

BOQ Items

Name of Work: Improvement of Road from Silchar Town to Assam University up to Irongmara Bazar. (Silchar Hailakandi Road, Ch.0.00 Km to Ch.18.50 Km0, Improvement with DBM & BC, Drain cum Footpath & R.C.C. open drain under RIDF-XXV of NABARD for the year 2019-20 under PWRD Silchar & Udharbond Territorial Road Division, Silchar.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dismantlig of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II By Mechanical Means for items No. 202( b)&( c) A Cement Concrete Grade M-15 & M-20 item1 260.86 Cum
2 2 Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposalof scarified material with in all lifts and lead upto 1000 metres. item2 14798 Sqm
3 3 Excavation in Soil by Manual Means. (a) (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) item3 20089.6 Cum
4 4 Extra lead for Disposal of Excavated Earth (5 Km) item4 10044.8 Cum/ \nKm
5 5 Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land . item5 1360 Cum
6 6 Extra lead beyond initial lead of 3.0 Km. (10-3=7Km) item6 9520 Cum/ Km
7 7 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,completeas per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt for grading- II Material item7 9987.3 Cum
8 8 Wet Mix Macadam (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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) item8 14402.7 Cum
9 9 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) With bitumen emulsion-CSS-1h item9 57503.7 Sqm
10 10 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) (II)With Bitumen emulsion CSS-1 (IS:8887-2004) (b) dry & hungry bituminous surface item10 359419 Sqm
11 11 Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)\n(a) With hydrated lime/cement as filler\n(A) with 60/70 or VG-30 grade bitumen\n(ii) for GradingII(19 mm nominal size) item11 9150.06 Cum
12 12 Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )(Including cost of testing of materials at site and laboratory as directed by the deptt.)\nA With hydrated lime / cement as filler ( refer table\n500-9 of MoSRT&H specification) & anti\nstripping agent as per IS:14982( Refer\nAppendix-5 of MoSRT&H specification) I with 60/70 or VG-30 grade bitumen (i) for Grading-I ( 19 mm nominal size ) item12 5384.48 Cum
13 13 Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50m ( Average lead 25m )\nA Mechanical means item13 3220 Rm
14 14 Providing and laying of hot applied thermoplastic compound 2.5 mm thickincluding reflectorising glass beads @ 250 gmsper sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications item14 8032.5 Sqm
15 15 Providing reflective pavement marker with each Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. item15 5779 Each
16 16 Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand). 90cm equilateral traingle item16 20 Each
17 17 Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand). 60cm equilateral traingle item17 20 Each
18 18 Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand). 60cm circular item18 15 Each
19 19 Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand). 80cmm x 60 cm rectangular item19 12 Each
20 20 Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand). 90cm high octagon item20 8 Each
21 21 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Foundation. Road Divider works From Ch.1250.00m to 4450.00m item21 478.95 Cum
22 22 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, ... RCC Grade M 25 Road Divider works From Ch.1250.00m to 4450.00m item22 792.6 Cum
23 23 G.I Barbed wire Fencing 1.2 metre high (Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th piost, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 digonals interwoven with horizontal wiers, fixed with GI staples, turn buckles etc complete as per clause 807. Road Divider works From Ch.1250.00m to 4450.00m item23 6386 Metre
24 24 Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year. item24 371 Each
25 25 Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footh path , fixed with sodium vapour lamp and fixed on the concrete foundation. (i)For Fixing in Median. item25 79 Each
26 26 Type - A, “W” : Metal Beam Crash Barrier sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centerto center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beamrail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm,330mm long complete as per clause 810.) item26 410 Metre
27 27 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.I.Ordinary soil(i)upto 3 m depth'(II) With dewatering. item27 29741.1 Cum
28 28 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. item28 1329.79 Cum
29 29 Supplying, fitting and placing TMT IS;1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications With TATA make TMT rebar. item29 1262.37 MT
30 30 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, ... RCC Grade M 25 item30 11016.7 Cum
31 31 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork item31 37.26 Cum
32 32 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. item32 8002 Each
33 33 Stone masonry work. Uncoursed rubble masonry work in all retaining wall, wing wall, abutement etc. in cement mortar 1;6 withoutside face stone roughly hammer dressed and inside (earthen side ) undressed as per drawing and technical sopecifications including racking out joints and curing , supplying and carriage of stone as directed. item33 1228.5 Cum
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