Public Works Roads Department Tender
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Costs
EMD
₹ 16,88,534Document Cost
₹ 16,885Tender Fee
Refer Documents
Summary
Package No. Stbr/sopd-g/naoboicha/02 Construction Of Road Kharkhati Bridge Ashumoni Shalmor From Pabha Chariali/sonapur To Sisapathar Bihpuria Link Road Via Adi Alengi Satra (part-iv Rcc Br.no. 20/1 At Ch.19.450km With Approaches) Under Sopd-g For Th
Description
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Contact
Tender Id
2025_PWD_42053_1Tender No
CE/STBR/NIT/SOPD-G/163/2024 25/1 Dated 07-01-2025Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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Providing and laying cutting edge of mild steel weighting 40 kg per meter for well foundation complete as per drowing and technical specification.
2.51
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PCC/RCC Plain /Reinforced cement concrete in well foundation complete as per drowing and technical specification. N.Without plasticiserA. Well Curb (II) RCC M-25 Case I : Using Concrete Mixer
86.79
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B. Well Steining (IV) RCC M-25 Case I : Using Concrete Mixer
1386.95
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C. Bottom Plug,Concrete to be placed using tremie pipe (II) PCC M-25 Case I : Using Concrete Mixer
149.96
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D.Intermediate Plug,Concrete to be placed using tremie pipe (I) PCC M-20 Case I : Using Concrete Mixer
46.63
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E. Top Plug,Concrete to be placed using tremie pipe (III) PCC M-25 Case I : Using Concrete Mixer
25.91
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F. Well Cap (II) RCC M-25 Case I : Using Concrete Mixer
137.74
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Sinking of 6.00m external diameter well (other than pneumatic method of sinking) Through all types of strata namely sandy soil,clayed soil and rock as shown in each case complete as per drowing and technical specification,depth of sinking is rekonewed from bed level. (A) Sandy Soil (I) Depth below bed level upto 3.00m
3
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(II) Beyond 3.00m upto 10.00m
7
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(III) Beyond 10.00m upto 20.00m
10
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(IV) Beyond 20.00m upto 30.00m
14.13
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Sinking of 7.00m external diameter well (other than pneumatic method of sinking) Through all types of strata namely sandy soil,clayed soil and rock as shown in each case complete as per drowing and technical specification,depth of sinking is rekonewed from bed level. (A) Sandy Soil (I) Depth below bed level upto 3.00m
6
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(II) Beyond 3.00m upto 10.00m
14
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(III) Beyond 10.00m upto 20.00m
20
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(IV) Beyond 20.00m upto 30.00m
3.34
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Sand filling in well complete as per drawing and technical specification cluase 1000 &1202.
756.25
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
180.1
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SUB STRUCTURE: Plain and reinforced cement concrete in substructure : complete as per drawing and technical specification. F) RCC grade M-25 (a) Height upto 5m ( Case-1) Using Concrete Mixture
303.04
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TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (a) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
16.44
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Providing weep holes : in brick masonry/ stone masonry,plain/reforeced cement concrete on abutment,wingwall,returnwall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawings face complete as per drawing and technical technical specification clauses 614, 709, &1204.3.7
104
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Supplying, fitting and fixing in position true to line and level Elastomeric bearing conforming to IRC : (83 pt.I) section ix and clause 2005 of MORTH specifications complete including all accessories as per drawing and technical specifications
855360
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Back filling behind abutment wing wall return wall as per drowing and technical specification clause 1204.3.8 i) Granular Material
372.91
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Providing and laying filter media in granular crushed aggregate as per specification thickness not less than 600 mm with smaller size towards the soil and bigger size towards wall and providing over entire surface behind abutment wing wall return wall to the full height, compacted to firm condition complete as per drowing and technical clause 1204.3.8
76.03
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SUPER STRUCTURE : Furnishing and placing reinforced/prestessed cement concrete in superstructure as per drawing and technical specification including incuding steel shuttering formork. (N) Without plasticiser D. RCC M-35 Grade Case I : Using Concrete Mixture (ii) For T-beam & Slab (b) Height 5.0m to 10.00m.
229
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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications.(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
35.18
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Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specifications cluase 800 and 1206.3 with crushed stone .
28.49
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
109.28
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Drainage spouts complete as per drawing and technical specifications clause 1209.
16
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PCC M-15 levelling course bellow approach slab as per drowing and technical specification.
9
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
18
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Strip Seal Expansion joints : Providing and laying strip seal expansion joints catering to amaximum horizontal molvement upto 70mm, complete as perapproved drawing and standard specifications to be installed by the manufacture/ supplier or their authorised representative ensuring compliance to the manufacture,s instruction for installation
22.5
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Consruction of cold weather Bridge , over all width of 3.70m and clear road way 3.00m with jungle wood post 20 to 25mm dia 5 nos in each row being 2.1m apart0r 3.00m for nevigable span , post to be driven at least 180cm below ground level placed over 20cm wooden dham 15 cm dia bracing , bhaluka bamboo cross groth , 75 cm track way , hand rails ,white washing etc all complete as per direction of the department .
70
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BOULDER PROTECTION: Boulder apron laid in wire crates :(Providing & laying boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS:280 & IS:4826 in 100mmX100mm mesh.(weaved diagonally) incldg.10% extra for laps and joints laid with stone boulder wieghting not less than 40 kg each. )
1321.09
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Providing & laying pitching on slopes laid over prepaied filter media including boulder appron laid dry in front of toe of embankment complete as per drawing and technical specification A. Stone boulder
2950.65
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Providing and laying filter materials underneath pitching in slopes complete as per drawing and technical specification
1311.4
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BRIDGE APPROCH: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
(i) By Manual Means (a) In area of non thorny jungle
0.51
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Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. II)Girth above 600 mm to 900 mm
28
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Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. iii)Girth above 900 mm to 1800 mm
12
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land
39238.43
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
(i) Private Land
314.33
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material
243.49
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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.
311.06
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Prime Coat
i) Low 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
1606.8
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Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
3213.6
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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 miox 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.)
I With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H
specification)
A With 60/70 or VG-30 grade bitumen
(ii) for Grading II (19 mm nominal size)
96.41
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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.)
I With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H
specification)
A With 60/70 or VG-30 grade bitumen
(ii) for Grading II (13 mm nominal size)
48.2
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
600mm equilateral triangle
15
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600mm circular
10
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800mm x 600mm rectangular
10
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
ii) Ordinary Kilometer Stone (Precast)
2
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
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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 and conforming to the MoSrt&H specifications.
155.25
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Metal Beam Crash Barrier, Type- A: "W" MetalBeam Crash Barrier (Providing and erecting"W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metalbeam rail, 70 cmabove road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 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 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)
540
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RANDOM RUBBLE MASONRY WALL: Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1522.2
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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.)
59
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Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4
I) Random rubble masonry
1745.22
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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.
944
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Back filling behind abutment, wing wall and return wall complete as perdrawing and Technical specification
A) Granular material
722.16
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