Public Works Roads Department Tender
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Costs
EMD
₹ 5,43,800Document Cost
₹ 8,200Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_PWD_17570_3Bid Award Id
ViewTender No
NIT/ACE/EZ/SOPD(G)/113/2018/45Tender 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 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
8380.03
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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
4575.16
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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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
870.75
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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
483.75
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Providing and Laying intrlocking concrete block pavement having thickness 80 mm as per technical specification clause 1504
6450
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Providing and fixing typical PMGSY infornmatory 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 25mmX5m size on back the back on edges. The lower plate will be welded with MS angle iron frame of 25mmX25mmX5mm. The angle iron frame of the lower most plate and flate iron frame of middle plate will be welded to 2nos 75mmX75mm of 12SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm X 450mm X600mm, 600 mm below ground level. The topmost dimond plate will be welded to middle plate by 47mmx47mm of 12SWG steel plate tube,all MS will be stoved enameled on both side. 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 post and steel tube will be painted with primer and two coats of apoxy paint as per drawing Clause 1701 and Annexure 1700.1
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
8
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800mm x 600mm rectangular
2
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Kilometre Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC ;8 fixing in drawing and Technical Specification Clause 1703 i) 5th Kilometr Stone (precast) ii) Ordinary Kilometer Stone (precast)
2
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200m Stone
8
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Single bamboo spur and palisading of whole 1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia. Closely packed & driven including fitting, fixing with half 2nd class bamboo (jati or Bethua) horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood in the spur as per drawings and technical specifications Driven at least 900 mm below ground and 1800 mm above ground
160
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Providing and laying Sand filled bags including supplying of empty cement bags and filling the same tying with coir string/rope and laying in layers etc complete as directed by the department
2000
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Providing,loading & Unloading of R.S. JOIST
22.59
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Supplying and driving Azar/Nahar/Nageswar/Zarul piles 25cm to 30cm dia. Dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) Portion of pile actually driven underground
317.33
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Portion of pile remaining above ground
280
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Supplying, fitting and fixing timber beam and bearing beam rectangular in size fitted with M.S. etc. supplying spikes etc. as necessary and coal tarring two (2) coats with best tar applied hot as directed (tRate is inclusive of cost of the required quantity of tar.)
2.05
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Labour for making "U" shapeed flat iron strap 0.5mX0.3m size from 150mmX12mm size MS flat including providing 10 bolts holes and fitting with 0.35m long 20mm dia MS bolts including fitting tightly withbearing beam, pile and RSJ beams etc. as diected by the Department.
37
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Labour for fitting and fixing RSJ beam, CI saddle etc. in position including necessary scaffolding, cutting them to required size, drilling holes and supplying and fixing ncessary bolts and nuts, painting two coats complete (Tar-paints to be supplied by the contractor at his own costs) including carrying from PWD Godown.
243.27
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Labour for scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
19
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Azar or Nahar or Nageswar or zarul ofr sundi or gamari wood works including supplying , fitting , and fixing complete with necessary M.S. bolts, nuts, nails scerws etc. and coal tarring two coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.)
28.81
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Undressed in floor planks, collars, bracing, standards, wheel guards, struts and railings, runner belts, rail, posts etc In track way planks (alternate nailing to be done with decking in a seggragate way.)
3.15
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Construction of Box Cell 2.00m x 2.00m (Double)
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Earth work in excavation for foundation of structures as per drawing and technical specification, Including settingout, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I ) Ordinary Soil -Manual Means (Without dewatering) ( i ) Upto 3.0m depth
144.25
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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.)
12.48
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.
'Without plasticiser
A) PCC Grade M15
30.6
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C)(i) RCC Grade M20
17.19
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork 'Without plasticiser
I) PCC Grade M15, Retaining Wall
7.56
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E/a/I) RCC Grade M20, Height upto 5.0m
14.18
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
'Without plasticiser
N/A/I/i/aI) RCC Grade M20
12.05
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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.
10.2
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Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications
With other make ISI marked TMT rebar For RCC @ 85 kg/cum of quantity
3.69
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Providing weep holes in brick masonary/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope 1V:20H towards drawing face. Complete as per drawing and Technical Specifications.
24
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Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. B) Sandy material
7.2
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Construction of Box Cell 3.00m x 3.00m (Double)
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Earth work in excavation for foundation of structures as per drawing and technical specification, Including settingout, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I ) Ordinary Soil Manual Means (Without dewatering) ( i ) Upto 3.0m depth
244.78
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Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. I) PCC Grade M- 10
36.74
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II) PCC Grade M15
45.84
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IV) RCC Grade M20
45.94
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Plain/reinforced concrete in sub structure complete as per drawing and Technical Specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. I) PCC Grade M15
59.74
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III) RCC Grade M20, Height upto 5.0m
25.43
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Providing and laying reinforced cement concrete in super structure as per drawing and Technical Specification Clause 800, 1205.4 and 1205.5
I) RCC Grade M20
17.47
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202.
7.57
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Providing weep holes in brick masonary/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope 1V:20H towards drawing face. Complete as per drawing and Technical Specifications.
28
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Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. ii) Sandy material
44.5
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