Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date27 Dec 2024
Closing Soon13 Jan 2025
Tender Amount₹ 1,90,06,000
Costs
EMD
₹ 1,42,545Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
163517Tender No
163517Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
... More
Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet
requirement of table 300-2)
6573
250
1643250
... More
Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
4071.1
223
907855
... More
Granular Sub-base as per Table:- 400-1
for lower sub base grade III material
2425.8
1423
3451913
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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.)
1275.75
1434
1829426
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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
5355
64
342720
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Tack coat 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) (ii) granular surfaces treated with primes @ 0.30
kg / Sqm
5355
17
91035
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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 Mechan paver finisher
(ii))for Grading-II(19 mm nominal maximum size,
bitumen content 3.40%)
267.75
6255
1674776
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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
AWith bitumen(ii)Type B ( 13.2 mm to 0.09 mm size aggregates )
5355
146
781830
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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
787.5
277
218138
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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 pipe subject 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 higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.
(i) Single row for one utility service
20
553
11060
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Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concretepipe NP3
/prestressed concrete pipe for culverts including fixingcollar with cement mortar 1:2 but excluding bedding below ipes,excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets . ) (B)600 mm dia
20
2459
49180
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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) PCC M-10
360
2789
1004040
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Providing and laying unreinforced concrete without Dowel bars including formwork and expansion contraction and longitudinal joints as per design and as per IRC 62-2014 over a prepared base as per approved mix design and finishing to lines and grade as per drawing for pavement thickness less than 200 mm in Low Volume Roads Pcc grade M-30 with minimum cement content @375 kg/Cum.Ch 7000 to 7350 M=350 M
720
4391
3161520
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Construction of RCC open drain Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire,
placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per
drawings and technical specifications..Ch 7000 to 7350 M =350M (Both side),
422
2592
1093824
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Construction of RCC Drain/Cover/Chamber RCC
43.2
4146
179107
... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/ chamber complete as per Drawing and Technical Specifications.
2.59
56301
145820
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Retro reflectorized Traffic signs (Providing and fixing of retro reflectorized cautionary ,mandatory and informatory sign as per IRC : 67-2012 made of retro reflective type sheeting vide clause 801.3, fixed over aluminium sheeting of required thickness supported on a mild steel back frame of ISA 40x 40x5 mm and mild steel angle post 75mm x75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45 cm x60 cm ,60 cm below ground level as per approved drawing and painting all components of the signs and supported as per clause 7.2 of IRC 67-2012 900 mm equilateral triangle
2
3831
7662
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800 mm x 600 mm rectangular
2
4507
9014
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With aluminium sheeting of 1.50 mm thickness
600 mm circular
2
3184
6368
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600 mm x 600 mm square
2
3598
7196
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Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro reflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm,60cm below ground level as per approved drawing)
6
8115
48690
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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) ordinary kilometer stone (precast)
1
1460
1460
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Hectometer stone (Precast)
4
410
1640
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free fromstreaks and holes.) edge line
200
707
141400
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Providing and fixing Hazard Marker type -2 patial retro-reflective size 0.30x0.90 m made of 16 guage (1.60mm thick mild steel sheet conforming to IS:2062 paited with one cost of zinc chromium stoving primer and 2 coats of lake stove enamel (oven baked) paint with 10 cm bends of yellow retro-reflective sheeting of engineering grade pasted up per IRC:79 i/c 1 M.S. angle iron post of 50x50x5 mm of 1.65 m long duly paited with synthetic enamel paint block i/c bolts and fixing the same in M-15 concrete lake of size 30x30x30 cm i/c transportation etc complete.
20
1491
29820
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Excavation for Structures (Earth work in excavation of foundationof structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides and bottom andbackfilling with approved material.) Ordinary soil
Up to 3 m depth
370.77
146
54132
... More
Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications (i) P.C.C. M-10
-
2789
184074
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Plain cement concrete complete as per drawing and Technical Specifications
418.84
3768
1578189
... More
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 . )
30
5370
161100
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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.
28.92
905
26173
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