Public Works Roads Department Tender
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Costs
EMD
₹ 1,03,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Sopd(g)/crrd/snr/17/re/re
Description
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Contact
Tender Id
2019_PWD_11884_1Bid Award Id
ViewTender No
SE/JRC/SOPD/2317Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compaction to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5.
(i) Private Land
1375
-
261.73
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 1000m as per Technical Specification Clause 303.1.
(i) Private Land
1587.85
-
324.95
Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)
i) for Gr. II material
273.73
-
2250.55
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, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405. Gr.III
164.24
-
3802.37
Providing and laying inter locking concrete block pavement having thickness 80 mm as per technical specification clause 1504
(Including cost of edge restrain wall).
(Rate as per Analysis, Annexure - II)
2146.88
-
1104.7
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
ii) 60cm equilateral traingle
2
-
4301.08
ii) 60cm Circular
2
-
5651.85
iv) 80cmm x 60 cm rectangular
1
-
7747.28
Direction and Place identification sign upto 0.9 sqm size board : Providing and erecting Direction and Place identification sign upto 0.9 sqm size board reto Reflectorised sign as per IRC: 67 madeof high intensity encapsulated lense type reflected sheeting vide cl.801.3, fixed over aluminium sheeeting ...... as per approved drawing and sign (All steel work must be Tata/ SAIL or any other approved brand.)
0.9
-
13807.5
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.I. In ordinary soil Upto 3 m depth
82.3
-
115.77
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802, 803, 1202 & 1203.
A. With crushed stone.
PCC Grade M10, Nominal Mix 1: 3: 6
5.44
-
5920.84
Bedding of pipe
(ii)Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Granular Material
4.8
-
1553.87
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 and parapets Clause 1106. (B) 1000 mm dia (As per RR SOR, 2013-14)
15
-
7809.37
Filling in foundation trenches as per drawing and technical specification cl. 305.3.9
I. Sand filling
24.23
-
1602.39
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
(ii) Brick Masonry in 1:4 cement mortar
48.94
-
7337.09
Plastering with Cement Mortar (1:3), 15 mm thick on brickwork in substructure as per
technical specification cl. 613.4 & 1204
77.89
-
137.53
Foundation Stone ceremony
1
-
39734.08
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