Public Works Roads Department Tender
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Costs
EMD
₹ 4,55,000Document Cost
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Description
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Contact
Tender Id
2018_PWD_9904_1Bid Award Id
ViewTender No
ACE/T/NIT/Pt-I/96/68-ITender 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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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
1102.15
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WBM Gr-III :- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100KN static roller in stages to proper grade and camber applying and brooming, stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-III as per Technical Specification Clause 405 (A) By manual Means (c. using screening type-B) 11.2mm aggregate
660.35
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Inter locking concrete Block pavement :: (i) Providing and laying Inter locking Concrete Block Pavement (M40) having thickness 80mm as per Technical specification clause 1504 complete including carriage. A) including edge block/edge restraints
8812.5
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Providing & fixing of retro-reflectorised cautionary mandatory and informatory sign as per ICR:67made 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 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mmx 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.
(ii) 60 cm equilateral triangle
7
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(iii) 60 cm circular
7
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Excavation for Structures (Earth work in excavation for structures as per drawing and technical specification cl.305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil, Upto 3m depth
121.88
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Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause. 802, 803, 1202 & 1203. A. with crushed stone. (i) P.C.C Grade M10, Nominal mix (1:3:6)
14.41
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specifications cl.600, 1202 and 1203 (I) Brick massonary in 1:3 cement morter
55.64
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Brick masonry work in cement morter in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications cl. 602,603,604,1202 and 1204 (i) in 1:3 cement morter
19.03
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls parapets cl. 1106.
(B)1000mm dia
22.5
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Plastering with cement mortar (1:4), 15mm thick on brick work in substructure as per technical specification cl. 613.4 & 1204.
122.3
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Supplying and Driving sal piles 25cm to 30cm dia.Dressed to heart wood including making length in every 30cm interval, coaltarring two(2) coats with best tar applied hot.(rate inclusive of the cost of the required quantity of tar) (i) Portion of Pile actually driven under ground.
156
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(i) Portion of Pile remaing above ground.
152.2
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Labour for making “U” Shapped flat iron strap 0.5 m x 0.3 m size from 150mm x 12 mm size MS flat including providing 10 bolts holes and fitting with 0.35m long 20mm dia MS bolts including fitting tightly with bearing beam, pile and RSJ beam etc as directed by the department
12
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Supplying, fitting and fixing timber beam and bearing beam rectangular in size fitted with M.S.cleats, straps etc.supplying spikes etc.as necessary and coaltering two(2)coats with best tar applied hot as directed.(Rate is inclusive of the cost of the required quantity of tar) using Sal Timber
1.1
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Labour for fitting and fixing R.S.J. beams, C.I saddle etc. in position including necessary scaffolding, cutting them to required size, drilling holes and supplying and fixing necessary bolts and nuts, painting two (2) coats complete (Tar-Steel paint to be supplied by the contractor at his own cost) including carrying from PWD Godown.
138.6
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Sal Wood work including supplying , fitting and fixing complete with necessary M.S. bolts, nuts, nails, screw etc. and coal tarring two (2) coats with best tar applied hot9 Rate is inclusive of the cost of the required quantity of tar.) (a) Undressed wood work in floor planks ,collers ,bracing,standards, wheel guards ,struts,and railing,runner,belt, rail,posts etc.
29.92
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b) In Trackway Planks (alternate nailing to be done with decking in a seggragate way)
2.74
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Azar or Nahar or Nageswar or Zarul or Sundi or Gamari Wood work including supplying,fitting and fixing complete with necessary M.S.bolts,nuts,nails,srews etc.and coal tarring two(2) coats with best tar applied hot(Rate inclusive of the cost of the required quantity of tar)
a) Undressed in floor planks, collars, bracing, standards, wheel guards, struts and railing, runner belts, rail posts etc.
3.29
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Tack Coat : Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor @ 0.25 to 0.30 kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical specification cl. 503
144
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Providing & laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat of either Type A,B or C as per Technical specification cl. 508.(ii) Bitumen (S-65)
162
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Seal Coat Providing and laying seal coat sealing the voids in bituminious 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. By Manual means. Case-I Type A, Bitumen (S-90)
144
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