Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date9 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 1,95,10,000
Costs
EMD
₹ 1,46,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
163779Tender No
163779Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.
4183.2
28
117130
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Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.
584.46
95
55524
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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)
11157.49
223
2488120
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Construction of Embankment with Material Deposited from Roadway Cutting ( Construction of embankment with approved materials 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)
584.46
80
46758
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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)
7010
250
1752501
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Granular Sub-base as per Table:- 400-1
-
-
-
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Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
-
-
-
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Plant mix method (with Mechanically crushed stone only)
-
-
-
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For Lower Sub-base with
-
-
-
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Grading-III Material
2885.27
1423
4105745
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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.)
1804.44
1434
2587573
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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.
-
-
-
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on WBM/WMM surface @0.85 Kg/sqm
7076.25
64
452880
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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.
-
-
-
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Granular surfaces treated with primes @ 0.30 kg /Sqm
7076.25
17
120297
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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 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 compactiion )
-
-
-
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With mechanical paver finisher
-
-
-
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for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
353.81
6255
2213098
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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)
-
-
-
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With mechanical paver finisher
-
-
-
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With bitumen
-
-
-
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Type B ( 13.2 mm to 0.09 mm size aggregates )
7076.25
146
1033133
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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.
-
-
-
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With smooth wheeled roller
1181.25
277
327207
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Providing and laying of a reinforced cement concrete pipe duct, 300 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:98-2011and approved drawings.
Village and C.C. Road portion
-
-
-
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Single row for one utility service
60
553
33180
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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.)
-
-
-
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600 mm dia For field X- ing
60
2459
147540
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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)
-
-
-
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P.C.C. M-10
101.25
2789
282387
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P.C.C. M-30
187.5
4391
823313
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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.)
-
-
-
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Ordinary soil
-
-
-
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Up to 3 m depth
179.2
146
26163
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Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 15
153.6
3768
578765
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Construction of RCC Drain/Cover/Chamber
-
-
-
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(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.)
288
140
40320
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(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
114.75
4146
475754
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(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
9.11
56301
513139
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
-
-
-
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(i) PCC Grade M15
54
3768
203472
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Retro- reflectrorized Traffic signs (Providing
and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67- 2012 made of retro reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of required thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and paiting all components of the signs and supports as per clause 7.2 of IRC:67-2012
-
-
-
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B Made of class-B High intensity Micro Prismatic Grade Sheeting of Type IV (For MDR)
-
-
-
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(a) With Aluminium sheeting of 2 mm thickness
-
-
-
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( i ) 900 mm equilateral triangle
6
4631
27786
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( iv ) 800 mm x 600 mm rectangular
6
5605
33630
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(b) With Aluminium sheeting of 1.5 mm
thickness
-
-
-
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(vi ) 600 mm x 600 mm square
6
4421
26526
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Direction and Place Identification signs With more than 0.9 sqm size board, (Providing and erecting direction and place identification retroreflectorized sign as per IRC:67-2012 made of retro-reflective type sheeting and vide clause 2013, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm and fixed on a mild steel angle iron posts of size 40x40x5 mm supported on 2Nos. mild steel angle iron posts of size 75x75x6mm, fimly fixed to the ground withM15 grade cement concrete 45x45x60cm, 60 cm below ground level as per approved drawing)
-
-
-
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B Made of class-B High intensity Micro
Prismatic Grade Sheeting of Type IV (For MDR)
11.52
10372
119486
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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)
-
-
-
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(ii) Ordinary Kilometer stone (Precast)
2
1460
2920
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(iii) Hectometer stone (Precast)
11
410
4510
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Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation.
200
431
86200
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Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M- 15 concrete black of size 30x30x30cm, including transportation etc. Complete.
28
1491
41748
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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 801.3 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.
100
67
6700
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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 from streaks and holes.)
407
707
287749
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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 delet erious matter, dressing of sides and bottom and backfilling with approved material.)
-
-
-
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Ordinary soil
-
-
-
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Upto 3 m depth
95.38
146
13926
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Plain cement concrete complete as per drawing and Technical
Specifications
-
-
-
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PCC Grade M 15
64.1
3768
241524
... More
Providing and laying Reinforced Cement Concrete pipe NP 3 /
pre stressed 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 . )
-
-
-
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1000 mm dia
20
5370
107400
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical speci fication 710.1.4 of I.R.C. 78 and 2200.
-
-
-
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Granular material
19.38
905
17534
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