Public Works Roads Department Tender
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Costs
EMD
₹ 7,20,000Document Cost
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Refer Documents
Description
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Contact
Tender Id
2018_PWD_7722_1Bid Award Id
ViewTender No
CE/STBR/14/2017-18/Pt-II/11Tender 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 of cutting edge of mild steel weighing 40 kg per m for well foundation complete as per drawing and as per CI. 1200& 1900 of MOST specification
(as per SOR SH &MDR)
2.7
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Plain / Reinforced cement concrete of grade M20 in well curb as per drawing and technical specification as per clause 1200,1500,1700, of MOST specifications and Bid document.(as per SOR SH &MDR)(N) without plasticiser,A.well curb. (i) RCC m20 . case-1 using concrete mixer.
A.well curb. (iii)RCC M20 GRADE. Case I Using concrete mixer
79.5
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Providing and casting of controlled rintovced cement concrete of grade M20 in well steining complete as per drawing technical specification as per CI 1206 of MOST specification reinforcement will be pais specifically..(as per SOR SH &MDR)(N) without plasticiser, (iii) RCC m20 . case-1 using concrete mixer.
B.Well steining iii)RCC M20 GRADE.
using concrete mixer.
1396.1
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Plain / reinforced cement concrete in well foundation complete as per drawing and as per cl 1200,1500,1700 of MORTH..(as per SOR SH &MDR)(N) without plasticiser.(iii)PCC M20 GRADE. Case I Using concrete mixer
C.BOTTOM PLUG iii)PCC M20 GRADE Using concrete mixer
180
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Plain / reinforced cement concrete in well foundation complete as per drawing and as per cl 1200,1500,1700 of MORTH.
D. Intermediate plug (iii)PCC M20 GRADE Case-1, Using concrete mixer
16.29
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Plain / reinforced cement concrete in top plug of well foundation complete as per drawing and as per cl 1200,1500,1700 of MORTH.
E. top plug iii)RCC M20 GRADE . Case-1 using concrete mixer.
18.1
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Plain / reinforced cement concrete in top plug of well foundation complete as per drawing and as per cl 1200,1500,1700 of MORTH. Well cap
(i) RCC M-te20 case-1 using concrete mixer
150.11
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Sinking of well of 7 m base diameter through all types of soil (other then pneumatic method of sinking) complete as per drawing and as per CI 1207 of MOST specifications. A:Sandy Soil(abutment well) (i) Depth below bed level Up to 3.0m depth.
9
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Sinking of well of 7 m base diameter through all types of soil (other then pneumatic method of sinking) complete as per drawing and as per CI 1207 of MOST specifications. A:Sandy Soil(abutment well) (ii)Sandy soil (Beyond 3.0m up to 10.0m.)
21
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Sinking of well of 7 m base diameter through all types of soil (other then pneumatic method of sinking) complete as per drawing and as per CI 1207 of MOST specifications. A:Sandy Soil(abutment well)(iii)Sandy soil (Beyond 10.0m up to 20.0m.)
30
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Sinking of well of 7 m base diameter through all types of soil (other then pneumatic method of sinking) complete as per drawing and as per CI 1207 of MOST specifications. A:Sandy Soil(abutment well) (iv)For sinking including kentiledge, depth (Beyond 20.0m up to 30.0m.)
8.47
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Sand filling in well complete as per drawing and technical specifications, MORTH Cl.n0.1207..
949.16
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Reinforcement in foundation : Supplying, fitting and fixing uncoated TMT reinforcement in foundation or all RCC component and as per CI 1600 of MOST specification and specification of Bid documents.
C) With other make ISI marked TMT (Fe 500 grade)
65
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Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specification as per clause no.,1500,1700, of MOST specifications and Bid document E.b)ii) Height up to 10.0mcase-1: using concrete mixer.
115.5
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Supplying, fitting and fixing uncoated TMT reinforcement in Sub.st. as per CI 1600 of MOST specification and specification of Bid documents.b) With other make ISI marked TMT (Fe 500 grade)
9.5
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Supplying, fitting, and fixing in position true to line and level cast steel rocker bearing conforming to IRC:83 (Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
978
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Supplying, fitting, and fixing in position true to line and level forged steel roller bearing conforming to IRC:83 (Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
978
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Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specifications(B) Sandy materials
42.45
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Furnishing and placing reinforcement / prestressed cement concrete for Box girder T-girder, cross girder using 20mm down stone aggregate and sand of approved quality including provision of form work staging centering etc. and mixing, placing vibrating curing of concrete with all leads and including all labour, materials, plant and equipments etc. excluding reinforcement and HTS coming late as per CI 1702 to 1718 of MOST specifications.
D.PSC Gr-M40 ( ii) T-Beam and slab Case 1: using concrete mixer.
b) Height up to 5m
428
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Supplying, fitting and fixing reinforcement in super structure including splicing complete as per drawing and technical specifications
b) With other make ISI marked TMT (Fe 500 grade)
55.98
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High tensile steel wires /strands including all accessories for stressing , stressing operations and grouting complete as per drawing and technical specifications
A) With other make TATA make ISI marked TMT (Fe 500 grade)
11.37
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Providing RCC work of M30 grade in wearing coat over deck slab charge of machineries, fuel and labour etc. complete as per CI. 2702 of MOST specification and specification of Bid documents. (Reinforcement will be paid separately)
36.25
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Construction of pre-cast RCC railing of grade 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.
144.28
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Drainage spouts complete as per approved drawings and technical specifications.
24
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Providing and laying strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturar's instructions for installation.
22.5
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Carrying out Sub Soil Investigation ( SSI), for all types of soil (except boring in rock) upto a depth of 30m or refusal ( N=100) for each foundation location as per IRC : 78-2000 and submission of SSI report to the Engineer in -Charge for approval. Preparation & submission of Design calculation & Drawings of foundations, Sub Structures, Super Structures as per relevant IRC codes and SSI report , 2 ( two) copies each of Design & Drawings of each Bridge to be submitted for approval and 8 (eight) copies after approval of competent authority.
1
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Providing and laying boulder Apron without wire crates including boulder laid dry in front of toe of embankment complete as per drawing and Technical Specifications Stone/Boulder.
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319.19
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Providing and laying boulder pitching on slopes laid over prepared filter media including boulder laid dry in front of toe of embankment complete as per drawing and Technical Specifications Stone/Boulder.
321.33
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Supplying and laying gravell/stone as filter media below boulder pitching as per drawing and CI 2504. 2,2 of MOST specifications.
160.67
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Clearing and grubbing of road land including up rooting rank vegetation grass, bush, shrubs saplings and tress of grith up to 300mm removal of stumps of trees cut earliar and disposal of unserviceable materials & staking of serviceable metarial to be used or auctioned, up to a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. as per technical spacification clause 201 (1) By Manual means-(a) in area of non thormy jungle.
0.25
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Construction of embankment with materials obtaine from borrow pits, Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading grading to required slop and compacting to meet required of Tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause. 301.5 (a) Private land.
12666.2
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Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause 303.1 (a) Private land.
1198.94
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(A) By mix Place Method:- Construction of granular sub-base by prevelling well gradeed 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 achive the desired, conplete as per Technical Specification Clause.401 (1) For Grading Material (Gr-II) GSB
191.37
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Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100KN static roller in stages to proper grade and camber applying and brooming, stone screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause.405
Hand Broken matel from blasted boulder
Using Stone Screening:(II) Grading-II (A) By manual Means
95.59
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Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100KN static roller in stages to proper grade and camber applying and brooming, stone screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause.405 Hand Broken matel from blasted boulder
Using Stone Screening:(II) Grading-III (A) By manual Means
95.59
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.(Including cost of testing of materials at site and laboratory as directed by the deptt) as per Cl. 502 of MoRT&H specification. (i) With Bitumen emulsion -CSS-1h
1312.5
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.(Including cost of testing of materials at site and laboratory as directed by the deptt) as per Cl. 502 of MoRT&H specification. (i) With Bitumen emulsion -CSS-1h
1312.5
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20mm thick open graded Premix carpet using bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregate either using penetration grade bitumen or emultion to required line, grade and level to surface wearing course on a prevously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 KN static roller capasity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as perTechnical specification clause.508 A. without anti triping agent (I) By Mechanical means using penetration grade bitumen (60/70 or VG-30 grade)
1312.5
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Providing and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. a. without anti triping agent (I) By Mechanical means using penetration grade bitumen (60/70 or VG-30 grade)
1312.5
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Rtro- Reflectorised Traffic Signs: Providing and erecting of retro Reflectorised cautionary, mandatory and informatory traffic sign board as per IRC 67 made of MS steel duly stoved white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 od MORD for Rural roaads of required shade and colour supported and welded on 47mm X47mm X 12 SWG sheet tube primly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450X450X600mm, 600 below ground level as per drawings and technical specification clause 1701. (i) 90cm equilateral triangle
2
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Painting two Coats on New Concrete Surface: Painting two coats after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical Specification Clause 1701.
550
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Supplying, fitting and fixing RCC guard post size 15cm dia 150cm long, 75cm above ground and 75cm below ground, with 4-12m Tor steel main steel and 6mm MS stirrups at 30cm c/c/ tied in position with annealed black wire, cement concrete proportion 1:2:4 with broken stone aggregate up to 20mm size including cantering moulding the top, curing, painted black and white alternately in 23cm strips up to 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete
72
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Construction of temporary Bamboo bridge of 3.70m clear road way with Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should be digonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati
bambooon both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work
60
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