Public Works Roads Department Tender
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Costs
EMD
₹ 1,08,100Document Cost
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Description
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Contact
Tender Id
2018_PWD_10042_1Bid Award Id
ViewTender No
SENL/SOPD/2018-19/NAL-88Tender 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 materials, 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 materials
141
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Providing, laying, spreading and compacting stone aggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheels 80-100 KN static roller in stages to proper grade and camber, applying and brooming stone screening to fill-up the interstices of coarse aggregate, watering & compacting to the required density grading II as per Technical Specification Clause 405. Grading II (A) By Manual means
70.5
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Providing, laying, spreading and compacting stone aggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheels 80-100 KN static roller in stages to proper grade and camber, applying and brooming stone screening to fill-up the interstices of coarse aggregate, watering & compacting to the required density grading II as per Technical Specification Clause 405. Grading III (A) By Manual means
149.72
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Providing and laying of interlocking concrete Block Pavement (ICBP) with cement concrete paving block as per IS15658–2006 of thickness 80mm and 28 days compressive strength not less than 40 n/mm2 over a layer of bedding sand complying thickness 30mm laid over prepared base complying to grading specified in table 1500.6 Block are to be laid wither structure /running /horring bone pattern of bonds as directed by the engineer and are to be laid to proper level and gradenad compacted with appropriate equipment such as plate Vibrator along with specified in table 1500-06 to fill up the gaps between blocks including construction of edges of restraint with M25 cement concrete of width of depth 230 mm each on either edges complete as for draining and technical specification clause 1504 (Inclusive of edge restraint and carriage)
1996.25
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Providing and fixing retro –reflectorised cautionary mandatory and informatory sign as per IRC 67 made of encapsulated leans type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5mm 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 M 15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification Clause 801 (ii) 800mm x 600mm rectangular
1
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Earth work in excavation for foundation trenches of wall retaining wall footing of column, steps, septic tank etc. including refilling (return filling) the quaintly as necessary after completion of work breaking clods in return filling dressing watering and remming etc, and removal of surplus earth with all lead and lift as directed and specified in the following classification soils including bailing out water where necessary as directed A0 up to 2.00m below the existing GL.
28.05
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PCC M10 (1:3:6) in leveling course below open foundation of head wall as per drawing and technical specification Cl. 1109
2.55
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Plain/reinforced cement concrete in substructure complete as per drawing and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204. A. With crushed stone. (iii) RCC Grade M20 for height upto 5m
13.05
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 880, 1205.4 and 1205.5. A. With crushed stone. (iii) RCC Grade M20 for height upto 5m
5.42
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Supplying fitting and placing TMT (Fe 500D) reinforcement Bar (othr ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in super structure complete as per drawing and technical specification 1002, 1010, 1202. 12mm dia bar
3.49
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Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification clause 800 and 1206.3. A. With crushed stone.
1.28
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Earth work in excavation for foundation trenches of wall retaining wall footing of column, steps, septic tank etc. including refilling (return filling) the quaintly as necessary after completion of work breaking clods in return filling dressing watering and remming etc, and removal of surplus earth with all lead and lift as directed and specified in the following classification soils including bailing out water where necessary as directed A0 up to 2.00m below the existing GL.
278.4
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Providing brick soiling in foundation and under floor with stone best quality picked Jama brick sand pack and laid to level and panel after preparing the sub grade as directed including all labor and material and if necessary dewatering complete (a) Brick one flat soiling
232
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Plain/reinforcement cement concrete in sub structure complete as per drawing and technical specification (a) PCC M15 (i) Nominal Mix
23.2
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Brick masonary work in cement morter 1:3 in foundation complete excluding pointing and plastering as per drawing and technical specification Clause 600, 1202 & 1203.
110.4
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Supplying fitting and placing TMT (Fe 500D) reinforcement Bar (othr ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in super structure complete as per drawing and technical specification 1002, 1010, 1202.
1.81
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 880, 1205.4 and 1205.5. A. With crushed stone. (iii) RCC Grade M20 for height upto 5m
21.2
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Plastering with cement mortar (1:4) 15mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204.
852
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