Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date7 Jun 2023
Closing Date23 Jun 2023
Tender AmountRefer Documents
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
137306Bid Award Id
ViewTender No
137306Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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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).
9911.14
2210184
223
... More
Granular Sub-base as per Table:- 400-1Construction 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 A Plant mix method (with Mechanically crushed stone only)
4443.08
6095905
1372
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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.)
2026.07
2905384
1434
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Prime coat (Providing and applying primer coat with 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
7150.87
457655
64
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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 (ii) Granular surfaces treated with primes @ 0.30 kg / Sqm
7150.87
121564
17
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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 mechanical paver finisher
(ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
357.55
2236475
6255
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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
ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
7150.87
1044027
146
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Construction of Shoulders (Construction of shoulders as per clause 407 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 4% camber, compacting. watering rolling and royalty charges etc. complete. A With vibratory roller
1073.24
312312
291
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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)
4
5840
1460
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Hectometer stone (Precast)
8
3280
410
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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 ZincChromate Stoving Primer and two coats of Black StoveEnamel(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 withsynthetic enameled paint blockincluding bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.
48
71568
1491
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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)
80
30720
384
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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 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
50
3350
67
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Dismantling of existing structures like culverts, bridges,
retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meters and as per relevant clauses of section-200 in
(i) Lime / Cement Concrete C Prestressed / Reinforced cement concrete grade M-20 &
above
(i) Lime / Cement Concrete C. Prestressed / Reinforced cement concrete grade M-20 & above
6
5448
908
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Stone Masonry B. Rubble stone masonry in cement mortar.
34.02
8164
240
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Removing all type of hume pipes and stacking within a lead
upto 1000 meters including earthwork and dismantling of
masonry works around pipes. A. Up to 1000 mm dia
10
4000
400
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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 including dewatering etc. complete. (I) ordinary soil (i) up to 3m depth
941.49
137457
146
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Plain/Reinforced cement concrete in open foundation
complete as per drawing and technical specifications. Using concrete mixer (i) PCC Grade M15
165.63
764051
4613
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PCC Grade M20
320
1679040
5247
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RCC Grade M20
220.8
1169577
5297
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
4.86
333847
68693
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Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). covered by gunny bags). D. Height upto 5m
(a) Using Concrete Mixer
(i)RCC Grade M 20
157.23
880959
5603
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Height upto 5m
(a) Using Concrete Mixer
(ii) P.C.C. Grade M-20
336
1865136
5551
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.
5.1
351910
69002
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).
A RCC Grade M25
(a) Using Concrete Mixer
(i) Height upto 5m
14.52
99854
6877
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Supplying, fitting and placing HSD (High Strength
Deformed Steel) bar reinforcement in super-structure
complete as per drawing and technical specifications
1.44
100945
70101
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Providing and laying Cement concrete wearing coat M-30
grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700.
6.09
72148
11847
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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.
(i) Granular material
181.29
164067
905
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200.
13.5
26001
1926
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Providing and fixing in position tar paper bearing for slab
as per approved drawings and specification.
22.5
1485
66
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Providing weep holes in Brick masonry/ Plain/ Reinforced
concrete abutment, wing wall/return wall with 100 mm
dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200.
323.66
103894
321
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Construction of RCC open drain
(ii) 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.
400
1036800
2592
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