Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date5 Aug 2024
Closing Date22 Aug 2024
Tender Amount₹ 1,66,81,000
Costs
EMD
₹ 1,25,110Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
157165Bid Award Id
ViewTender No
157165Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)
729.64
1046303
1434
Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm.
3002.63
192168
64
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with
mechanical broom and as per clause 503. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
3002.63
51044
17
Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction) B With mechanical paver finisher (ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.4 %)
150.13
939063
6255
Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) II With mechanical paver finisher A With bitumen (ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
3002.63
438383
146
Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. (B) With Smooth Wheeled roller
459.23
127206
277
Providing and laying of a reinforced cement concrete pipe duct,300 mm dia., across the road ( new construction ) , extending from
drain to drain in cuts and toe of slopes to toe of slopes in fills,constructing head walls at both ends, providing a minimum fill of
granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock
pieces , outer to outer distance of pipes at least half dia of pipesubject to minimum 450 mm in case of double and triple row ducts ,joints to be made leak proof, invert level of duct to be above higherthan ground level to prevent entry of water and dirt, all as perIRC:98-2011 and approved drawings.(i) Single row for one utility service
75
41475
553
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete
pipe NP3 /prestressed concrete pipe for culverts including fixingcollar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) (B) 600 mm dia
60
147540
2459
Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (ii) P.C.C. M-15
323.44
1195110
3695
Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10
176.16
491310
2789
Providing and laying on reinforced cement concret without dowel bar including form work Expansion contruction & longitudinal joint as per design and IRC 62-2014 over a prepair base approved mix design finishing to line &grade as per drawing for pavement thickness 200mm & in low volume Road PCC Grade M30 with minimum Cement Content @375kg/cum
431.25
1893618
4391
Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii)Ordinary Kilometer stone (Precast)
3
4380
1460
(iii) Hectometer stone (Precast)
6
2460
410
Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 800.1.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each
30
2010
67
Boundary pillar (Reinforced cement concrete M15 grade boundary
pillars of standard design as per IRC:25, fixed in position including
finishing and lettering but excluding painting as per clause 807)
30
11520
384
Construction of RCC Drain/Cover/Chamber (i) Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
1152
161280
140
(ii) Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer,compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20
459
1903014
4146
(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications
25.2
1418785
56301
Plain cement concrete complete as per drawing and Technical
Specifications PCC Grade M 15
322.25
1214238
3768
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including
setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Up to 3 m depth
133.18
19444
146
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504.
20.25
42099
2079
Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe
of embankment complete as per drawing and Technical specifications as per clause 2504.
30.38
73306
2413
Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete
pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) (D) 1000 mm dia
20
107400
5370
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.
(i) Granular material
19.28
17448
905
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