Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Eprocure
Opening Date18 Nov 2020
Closing Date15 Dec 2020
Tender AmountRefer Documents
Costs
EMD
₹ 59,70,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Dhubri / Crif /2020-21 /01(improvement Of Road From Nh-31 At Golakganj Chariali To Paglahat Bazar Via Harirhat - Kachukhana Under Central Road Infrastructure Fund (crif) For The Year 2020-21)
Description
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Contact
Tender Id
2020_PWD_19321_1Bid Award Id
ViewTender No
CE/BR/21/2020-21/11/ATender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
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.)
5521.58
-
327.7
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
41381.25
-
12.42
Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering)
134627
-
35.03
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,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) for grading-II Materials
3047.33
-
2720.91
WBM Grading 2 - Using stone screening Type-B 11.2 mm for Gr.II : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (B) By Mechanical Means
1517.88
-
5118.01
WBM Grading 3 - Using stone screening Type-B 11.2 mm for Gr.III : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
2759.32
-
5264.4
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
6372.71
-
6060
iii) High porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
63727.13
-
54.24
I)Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
63727.13
-
12.43
Dense graded Bitruminous Mecadam - Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75tonnes per using crushed aggr. Of specified grading, premix with bituminous binder @ 4.0 to 4.5% by weight of total miix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. gradem levels and alignment, rolling with smooth wheeled, vibratory and tandem upto 10m. initial lead from mixing plant)( including cost of tesing of materials at site and laboratory as directed by the Deptt.)
3702.35
-
12077.93
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 per cent of mix and filler, (A) Wiith hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) I. with 60/70 grade bitumen (ii)Grading II: 13 mm(Nominal Size)
2468.24
-
12057.18
Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specifications 1504 complete including carriage (A) including Edge block/ Edge restrains
1925
-
1172.49
(B) Extra for providing and laying coloured interlocking concrete block pavement as per technical specification clause 1504 complete including carriage
577.5
-
110.51
Planting of Trees and their Maintenance for three 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 three year.
1200
-
939.03
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)
(i) 90cm equilateral traingle
25
-
6899.78
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)
(ii) 60cm equilateral traingle
40
-
4578.75
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)
(iii) 60cm circular
35
-
6098.61
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)
(iv) 80cmm x 60 cm rectangular
25
-
8455.8
Providing reflective pavement marker with a provision of spike at the bottom with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH & 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.
4414
-
281.37
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud
36
-
3614.87
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per 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.
4049.46
-
989.88
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
i) 5th kilometre stone (precast)
2
-
4713.23
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
ii) Ordinary Kilometer stone (Precast)
12
-
2928.96
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
iv) 200th meter stone (Precast) as per IRC:26-1967.
44
-
777.43
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated 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 center to 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 beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)
1800
-
4170.83
Direction and Place Identification Signs with size more than 0.9 sqm size Board.
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mmx75mmx6mm, 2 nos. firmly fixed on the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the other steel work must be Tata/Sail/or any other approved band)
10.8
-
15526.2
Over head sign : Providing and erecting overhead signs of anti-corrosive steel (all the steel work must be TATA/SAIL/any other approved brand) tubular framed structure for retro reflective signage boards made of high intensity grade encapsulated lens type retro reflective sheeting conforming to ASTMD4956 type B III specifications and having approved pattern over its entire surface bonded on to 2.00mm thick aluminium sheet with back supportig agle iron frame of 35x35x4 mm angle iron duly riveted with solid MS and aluminium rivets. The entire face of the sign shall be covered & bounded with yellow/white/red/blue high intensity encapsulated lens reflective sheeting with distinctive hoed pattern on front side (no plain surface) with heat lamp vacuum applicatormachine only. The yellow /white/red/blue portion of the board shall be screen printed on the high intensity shed base including fixing the board on portal/support /wall/dowel rod etc with contractors clamp/ cheat/rivet/walls including contractors materials, labours , tool , lead and lift etc complete and all other incidental charges necessary for successful completion of works as per specifcations and as directed.
Rate as per Analysis - III
2
-
523125.59
Solar street lighting supplying inl;cuding installation and commissioning automatic on /off operation street lighting system with 350Wp (175wpx2)solar module ratting and energy afficient hipower led lamps of eighty works with luminous flux greater than 8000 thousand lummens and lummen afficiency of 100 to 120 solar module (MNRE approved high effiency mono/multi crysteline silicon cells solour module of 12 to 40 Wp (LED) with I-V curve design to withstene tough enviornment condtion with test certificate luminiary with transperency cover housing and high efficency LED lamps and fitted with gasket and assesories for weather and insets proof operation bettary 12V 150ah 02 nos. sealed low/negligable maintenance betteries designed for repeted cycle operation and shale be enclosed in a cabin that has pilfer proof lock and key arrangeement pole size of pole type BOP 9030 with octagonal cross-section heiht 9.00 dia metre top dia 70mm bottom dia 175mm sheet thickness 3mm base plate 260mmx 260mmx16mm foundation bolts 6.8GR as per IS 1367 bolt size,pitch circle dia 250mm bolt length 750mm projected bolt length 125mm. Pole foundation shall be pit of 75x75x200cm in all type e of soil or rocks and filling the pit with 1:2:4 cc and muffing of of the pole upto 400mm above the Ground Level
50
-
124582.5
Earth work in excavation for structures as per drawings and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material V. Marshy Soil (i) Upto 3m depth
8000
-
115.26
Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
390
-
1595.33
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head wall as per drawing and Technical; Specification Clause 1109
260
-
5894.76
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.A. With Crushed Stone V. RCC grade M25
1120
-
6903.06
Supplying, fitting and placing TMT(Fe 500 D) reinforcement bar (From Primary producer: TATA/SAIL/Esser Steel/Jindal/Shyam Steel/RINL) in substructure complete as per drawing and technical specifications Clauses 1002, 1010 & 1202.
161.6
-
62252.83
Provididng weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V:20(H) towards face complete as per drawing and technical specification clause 614,709,12043..7
2000
-
133
Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification cluse 1204.3.8 (ii) Sandy materials
2240
-
1780.9
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)
1900.8
-
4806.68
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
713.91
-
2337.97
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/ Boulder
1427.8
-
3629.23
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)
360
-
4806.68
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
124.39
-
2337.97
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/ Boulder
248.78
-
3629.22
Excavation for Structures (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 3.00 m depth
118.71
-
135.6
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.) PCC Grade M10 ( i ) Nominal mix 1:3:6
14.14
-
6377.72
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
(A) Brick masonry in 1:4 cement mortar
89.2
-
7513.37
Providing and laying reinforcement cement concrete pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets Clause-1106 B. 1000 mm dia.
22.5
-
7774.97
Plastering with cement morter(1:4) 15mm thick on brick work in sub-structure as per technical specification Clause 613.4 & 1204
97.29
-
136.92
Supplying fitting and fixing gurd post as per drawing and completed as directed by the Deptt.
522
-
1465.61
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